Steel Chart
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STEEL SECTION
PLATE
Metric Size Kilograms of Standard Sizes (JIS - 0.7293 Kg/mm, ft2) Thickness UNIT
4x10 40 93.4 131 146
4x16 64 149 210 233
WIDTH x LENGTH, ft2 AREA, ft2 4x20 5x10 5x20 80 50 100 187 117 233 263 164 328 292 182 365
mm. 3.2 4.5 5
kg/ft2 2.33 3.28 3.65
3x6 18 42.0 59.1 65.6
6 7 8
4.38 5.11 5.38
78.8 91.9 105
140 183 187
175 204 233
280 327 373
350 408 467
219 255 292
438 510 583
656 766 875
875 1,021 1,167
788 919 1,050
1,050 1,225 1,400
9 10 11
6.56 7.29 8.02
118 131 144
210 233 257
263 292 321
420 467 513
525 583 642
328 365 401
656 729 802
985 1,094 1,203
1,313 1,459 1,604
1,182 1,313 1,444
1,575 1,750 1,925
12 12.7 13
8.75 9.26 9.48
158 167 171
280 296 303
350 370 379
560 593 607
700 741 758
438 463 474
875 926 948
1,313 1,389 1,422
1,750 1,852 1,896
1,575 1,667 1,707
2,100 2,223 2,275
WEIGHT
4x8 32 74.7 105 117
PLATE
Page 1
5x30 150 350 492 547
5x40 200 467 656 729
6x30 180 420 591 656
6x40 240 560 788 875
STEEL SECTION
14 15 16 17 18 19 20 21 22 23 24 25 25.4 26 27 28 29 30 32 34 36 38
10.21 10.94 11.67 12.40 13.13 13.86 14.59 15.32 16.04 16.77 17.50 18.23 18.52 18.96 19.69 20.42 21.15 21.88 23.34 24.80 26.25 27.71
184 197 210 223 236 249 263 276 289 302 315 328 333 341 354 368 381 394 420 446 472 499
327 350 373 397 420 444 467 490 513 537 560 583 593 607 630 653 677 700 747 794 840 887
408 438 467 496 525 554 584 613 642 671 700 729 741 758 788 817 846 875 934 992 1,050 1,108
653 700 747 794 840 887 934 980 1,027 1,073 1,120 1,167 1,185 1,213 1,260 1,307 1,354 1,400 1,494 1,587 1,680 1,773
817 875 934 992 1,050 1,109 1,167 1,226 1,283 1,342 1,400 1,458 1,482 1,517 1,575 1,634 1,692 1,750 1,867 1,984 2,100 2,217
510 547 584 620 656 693 730 766 802 838 875 912 926 948 984 1,021 1,058 1,094 1,167 1,240 1,312 1,386
Page 2
1,021 1,094 1,167 1,240 1,313 1,386 1,459 1,532 1,604 1,677 1,750 1,823 1,852 1,896 1,969 2,042 2,115 2,188 2,334 2,480 2,625 2,771
1,532 1,641 1,750 1,860 1,970 2,079 2,188 2,298 2,406 2,516 2,625 2,734 2,778 2,844 2,954 3,063 3,172 3,282 3,501 3,720 3,938 4,156
2,042 2,188 2,334 2,480 2,626 2,772 2,918 3,064 3,208 3,354 3,500 3,646 3,704 3,792 3,938 4,084 4,230 4,376 4,668 4,960 5,250 5,542
1,838 1,969 2,101 2,232 2,363 2,495 2,626 2,758 2,887 3,019 3,150 3,281 3,334 3,413 3,544 3,676 3,807 3,938 4,201 4,464 4,725 4,988
2,450 2,626 2,801 2,976 2,151 3,326 3,502 3,677 3,850 4,025 4,200 4,375 4,445 4,550 4,726 4,901 5,076 5,251 5,602 5,952 6,300 6,650
STEEL SECTION
40 45 50 55 60 65 70
29.17 32.82 36.46 40.11 43.76 47.40 51.05
525 591 656 722 788 853 919
933 1,050 1,167 1,284 1,400 1,517 1,634
1,167 1,313 1,458 1,604 1,750 1,896 2,042
1,867 2,100 2,333 2,567 2,801 3,034 3,267
2,334 2,626 2,917 3,209 3,501 3,792 4,084
1,458 1,641 1,823 2,006 2,188 2,370 2,552
2,917 3,282 3,646 4,011 4,376 4,740 5,104
4,376 4,923 5,469 6,016 6,564 7,110 7,658
5,834 6,564 7,292 8,022 8,752 9,480 10,210
5,251 5,908 6,563 7,220 7,877 8,532 9,189
PLATE
Metric Size Kilograms of Standard Sizes (JIS - 0.7293 Kg/mm, ft2) Unit Thickness Weight 3x6 4x8 in mm. kg/ft2 18 32 1/8 3.175 2.316 41.7 74.1 5/32 3.696 2.894 52.1 92.6 3/16 4.763 3.473 62.5 111 7/32 5.556 4.052 72.9 130 1/4 6.350 4.631 83.3 148 9/32 7.144 5.210 93.8 167
7,001 7,877 8,750 9,626 10,502 11,376 12,252
PLATE
4x10 40 92.6 116 139 162 185 208
4x16 64 148 185 222 259 296 333
WIDTH x LENGTH, ft2 AREA, ft2 4x20 5x10 5x20 80 50 100 185 116 232 232 145 290 278 174 384 324 203 406 370 232 464 417 260 521 Page 3
5x30 150 347 434 521 608 695 782
5x40 200 463 579 695 810 926 1042
6x30 180 417 521 625 728 834 938
6x40 240 556 694 834 972 1111 1250
STEEL SECTION
5/16 11/32 3/8 13/32 7/16 15/32 1/2 17/32 9/16 19/32 5/8 21/32 11/16 23/32 3/4 25/32 13/16 27/32 7/8 29/32 15/16 31/32
7.938 8.731 9.525 10.391 11.113 11.906 12.700 13.494 14.228 15.081 15.875 16.669 17.463 18.256 19.050 19.844 20.638 21.431 22.225 23.019 23.813 24.606
5.789 6.368 6.946 7.525 8.104 8.683 9.262 9.841 10.42 11.00 11.58 12.16 12.74 13.31 13.89 14.47 15.05 15.63 16.21 16.79 17.37 17.95
104 115 125 135 146 156 167 177 188 198 208 129 229 240 250 260 271 281 292 302 313 323
185 204 222 241 259 278 296 315 333 352 371 389 408 426 444 463 482 500 519 537 556 574
232 255 278 301 324 347 370 394 417 440 463 486 510 532 556 579 602 625 648 672 695 718
370 408 444 482 519 556 593 630 667 704 741 778 815 852 889 926 963 1000 1037 1074 1112 1149
463 509 556 602 648 695 741 787 834 880 926 973 1019 1065 1111 1158 1204 1250 1297 1343 1390 1436
289 318 347 376 405 434 463 492 521 550 579 608 637 666 694 724 852 782 810 840 868 898
Page 4
579 637 695 752 810 868 926 984 1042 1100 1158 1216 1274 1331 1389 1447 1505 1563 1621 1679 1737 1795
868 955 1042 1129 1216 1302 1389 1476 1563 1650 1737 1824 1915 1996 2084 2170 2258 2344 2432 2518 2606 2692
1158 1274 1389 1505 1621 1737 1852 1968 2084 2200 2316 2432 2548 2662 2778 2894 3010 3126 3242 3358 3474 3590
1042 1146 1250 1354 1459 1563 1667 1771 1876 1980 2084 2189 2293 2396 2500 2605 2709 2813 2918 3022 3127 3231
1389 1528 1667 1806 1945 2084 2223 2362 2501 2640 2779 2918 3058 3194 3334 3473 3612 3751 3890 4030 4169 4308
STEEL SECTION
1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1/16 1/8 3/16 1/4 5/16 3/8 7/16 1/2 9/16 5/8 11/16 3/4 13/16 7/8 2
25.400 26.988 28.570 30.163 31.750 33.338 34.925 26.513 38.100 39.688 41.275 42.863 44.450 46.034 47.625 50.800
18.52 19.68 20.84 22.00 23.16 24.31 25.47 26.63 27.79 28.94 30.10 31.16 32.42 33.57 34.73 37.05
333 354 375 396 417 438 458 479 500 521 542 561 584 604 625 667
593 630 667 704 741 778 815 852 889 926 963 997 1037 1074 1111 1189
741 787 834 880 926 972 1019 1065 1112 1158 1204 1246 1297 1343 1389 1482
1185 1260 1334 1408 1482 1556 1630 1704 1778 1852 1926 1994 2075 2148 2223 2371
1482 1574 1667 1760 1853 1945 2038 2130 2223 2315 2408 2493 2594 2686 2778 2964
926 984 1042 1100 1158 1216 1274 1332 1390 1447 1505 1558 1621 1678 1736 1852
CHECKERED PLATES Standard Sizes of Floor Plates Style A B M 5.1 2.5
L 25.5
S 20.2 Page 5
1852 1968 2084 2200 2316 2431 2547 2663 2779 2894 3010 3116 3242 3357 3473 3705
2778 2952 3126 3300 3474 3646 3820 3994 4168 4341 4515 4674 4863 5036 5210 5558
3704 3936 4168 4400 4632 4862 5094 5326 5558 5788 6020 6232 6484 6714 6946 7410
3334 3542 3751 3960 4169 4376 4585 4793 5002 5209 5418 5609 5836 6043 6251 6669
4445 4723 5002 5280 558 5834 6113 6391 6670 6946 7224 7478 7781 8057 8335 8892
STEEL SECTION
H Metric Size
6.0
Thickness mm. M 2.3 M 3.2 M 4.5 H 3.2 H 4.5 H6 H8 H9 H 10 H 12
in 0.0906 0.1260 0.1772 0.1260 0.1772 0.2362 0.3150 0.3543 0.3937 0.4724
3.2
25.5
3ft x 6ft kg 33.0 44.8 61.9 45.1 62.2 81.9 108 121 134 161
lb 72.7 98.7 136 99.4 137 181 238 267 295 355
28.3 Diamension Width x Length 4ft x 8ft 5ft x 10ft Width of One Plate kg lb kg lb 66.1 146 89.7 198 123 271 80.2 177 125 276 111 245 173 381 146 322 227 500 192 423 300 661 216 476 337 743 239 527 373 822 286 563 446 983
Inch Size
5ft x 20ft kg
lb
251 345 455 601 674 747 892
553 760 1003 1325 1485 1646 1966
Diamension Thickness
3ft x 6ft
Width x Length 4ft x 8ft 5ft x 10ft Page 6
5ft x 20ft
STEEL SECTION
in 3/32 1/8 3/16 1/8 3/16 1/4 5/16 3/8 7/16 1/2
in mm. 0.0938 2.381 0.1250 3.175 0.1875 4.763 0.1250 3.175 0.1875 4.763 0.2500 6.350 0.1325 7.938 0.3750 9.525 0.4375 11.112 0.5000 12.700
kg 34.1 44.5 65.4 44.8 65.6 86.5 107 128 149 170
lb 75.2 98.1 144 98.7 145 191 236 282 328 375
kg 60.0 79.2 116 79.7 117 154 191 228 265 302
Width of One Plate lb kg lb 134 175 256 176 124 237 258 182 401 339 240 529 421 298 657 503 356 785 584 414 912 666 472 1040
kg
lb
249 365 480 596 712 828 944
549 804 1058 1314 1569 1825 2081
STEEL SHEETS
SHEET
Metric Size
Thickness Width mm.
Length 2.5x8 kg/ft2 762x
2438
2.5x10 762x 3048
3x6 914x 1829
3x8 914x 2438
Width x Length, ft2 Width x Length, mm2 4x8 4x10 5x10 219x 1219x 1524x 2438 3048 3048 Page 7
5x12 1524x 3658
6x8 1829x 2438
6x10 1829x 3048
6x12 1829x 3658
STEEL SECTION
0.15 0.15 0.17 0.18 0.19 0.2 0.20 0.22 0.23 0.24 0.25 0.26 0.27 0.28 0.29 0.30 0.32 0.35 0.40 0.45 0.50 0.55
1.178 1.193 1.327 1.405 1.492 1.554 1.570 1.727 1.806 1.884 1.962 2.041 2.120 2.198 2.276 2.355 2.512 2.748 3.140 3.532 3.925 4.318
2.19 2.22 2.47 2.61 2.77 2.89 2.92 3.21 3.36 3.50 3.65 3.79 3.94 4.08 4.23 4.38 4.67 5.11 5.83 6.56 7.29 8.02
2.74 2.77 3.08 3.26 3.47 3.61 3.65 4.01 4.20 4.38 4.56 4.74 4.92 5.11 5.29 5.47 5.84 6.38 7.29 8.2 9.12 10.0
1.97 1.99 2.22 2.35 2.49 2.60 2.63 2.89 3.02 3.15 3.28 3.41 3.54 3.68 3.81 3.94 4.2 4.59 5.25 5.91 6.56 7.22
2.62 2.66 2.96 3.13 3.32 3.46 3.5 3.85 4.02 4.20 4.37 4.55 4.72 4.90 5.07 5.25 5.60 6.12 7.00 7.87 8.74 9.62
3.50 3.55 3.94 4.18 4.43 4.62 4.67 5.13 5.37 5.60 5.83 6.07 6.30 6.53 6.76 7.00 7.47 8.17 9.30 10.5 11.7 12.8
4.38 4.43 4.93 5.22 5.54 5.77 5.83 6.42 6.71 7.00 7.29 7.58 7.88 8.17 8.46 8.75 9.33 10.2 11.7 13.1 14.6 16.0 Page 8
5.47 5.54 6.16 6.53 6.93 7.22 7.29 8.02 8.39 8.75 9.11 9.48 9.85 10.2 10.6 10.9 11.7 12.8 14.6 16.4 18.2 20.1
6.57 6.65 7.40 7.83 8.32 8.66 8.75 9.63 10.1 10.5 10.9 11.4 11.8 12.3 12.7 13.1 14.0 15.3 17.5 19.7 21.9 24.1
5.25 5.32 5.92 6.26 6.65 6.93 7.00 7.70 8.05 8.40 8.75 9.10 9.45 9.80 10.1 10.5 11.2 12.3 14.0 15.7 17.5 19.3
6.57 6.65 7.40 7.83 8.32 8.66 8.75 9.63 10.1 10.5 10.9 11.4 11.8 12.3 12.7 13.1 14.0 15.3 17.5 19.7 21.9 24.1
7.88 7.98 8.88 9.40 9.98 10.4 10.5 11.6 12.1 12.6 13.1 13.7 14.2 14.7 15.2 15.8 16.8 18.4 21.0 23.6 26.3 28.9
STEEL SECTION
0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.0 1.2 1.4 1.6 1.8 2.0 2.3 2.5 2.6 2.8 2.9 3.0 3.2
4.710 5.102 5.495 5.888 6.280 6.672 7.065 7.458 7.850 9.420 10.99 12.56 14.13 15.70 18.06 19.62 20.41 21.98 22.76 23.55 25.12
8.75 9.48 10.2 10.9 11.7 12.4 13.1 13.9 14.6 17.5 20.4 23.3 26.3 29.2 33.6 36.5 37.9 40.8 42.3 43.8 46.7
10.9 11.9 12.8 13.7 14.6 15.5 16.4 17.3 18.2 21.9 25.5 29.2 32.8 36.5 42.0 45.6 47.4 51.1 52.9 54.7 58.4
7.88 8.53 9.19 9.84 10.5 11.2 11.8 12.5 13.1 15.8 18.4 21.0 23.6 26.3 30.2 32.8 34.1 36.8 38.1 39.4 42.0
10.5 11.4 12.2 13.1 14.0 14.9 15.7 16.6 17.5 21.0 24.5 28.0 31.5 35.0 40.2 43.7 45.5 49.0 50.7 52.5 56.0
14.0 15.2 16.3 17.5 18.7 19.8 21.0 22.2 23.3 28.0 32.7 37.3 42.0 46.7 53.7 58.3 60.9 65.3 67.6 70.0 74.7
17.5 19.0 20.4 21.9 23.3 24.8 26.3 27.7 29.2 35.0 40.8 46.7 52.5 58.3 67.1 73.8 75.8 81.7 84.6 87.5 93.3
Page 9
21.9 23.7 25.5 27.3 29.2 31.0 32.8 34.6 36.5 43.8 51.0 58.3 65.5 72.9 83.9 91.1 94.8 102 106 109 117
26.3 28.4 30.6 32.8 35.0 37.2 39.4 41.6 43.8 52.5 61.3 70.0 78.8 87.5 101 109 114 123 127 131 140
21.0 22.8 24.5 26.3 28.0 29.8 31.5 33.3 35.0 42.0 49.0 56.0 63.0 70.0 80.5 87.5 91.0 98.0 101 105 112
26.3 28.4 30.6 32.8 35.0 37.2 39.4 41.6 43.8 52.5 61.3 70.0 78.8 87.5 101 109 114 123 127 131 140
31.5 34.1 36.8 39.4 42.0 44.6 47.3 49.9 52.5 63.0 73.5 84.0 94.5 105 121 131 137 147 152 158 168
STEEL SECTION
GALVANIZED SHEETS JIS G3312 Zinc Standard g/m2 thickness (oz/ft2) (Base sheet) mm. 0.20 183 0.25 (0.60) 0.27 0.30
244 (0.80)
305 (1.00)
Width mm
762 1829 2.44 2.99 3.21 3.54
2134 2.85 3.49 3.74 4.13
2438 3.26 3.99 4.28 4.72
2743 3.66 4.48 4.81 5.30
3048 4.07 4.98 5.35 5.90
3658 4.89 5.98 6.42 7.07
1829 2.93 3.59 3.85 4.24
Length mm 2134 2438 3.42 3.91 4.18 4.78 4.49 5.13 4.95 5.65
0.20 0.25 0.27 0.30 0.35 0.40 0.50
2.53 3.08 3.30 3.62 4.17 4.72 5.81
2.95 3.59 3.84 4.23 4.86 5.50 6.78
3.37 4.10 4.39 4.83 5.56 6.29 7.75
3.79 4.61 4.94 5.43 6.25 7.07 8.71
4.21 5.12 5.49 6.04 6.95 7.86 9.68
5.06 6.15 6.59 7.24 8.34 9.43 11.6
3.03 3.69 3.95 4.35 5.00 5.66 6.97
3.54 4.30 4.61 5.07 5.83 6.60 8.13
0.60 0.80
6.99 9.18
8.15 10.7
9.32 12.5
11.5 13.8
11.6 15.3
14.0 18.4
8.39 11.0
9.78 1.8
Page 10
914
1000
1219
2743 4.39 5.38 5.77 6.36
3048 4.88 5.98 6.42 7.07
3658 5.86 7.17 7.70 8.48
2000 3.51 4.29 4.61 5.08
2438 5.21 6.37 6.84 7.54
4.04 4.91 5.27 5.79 6.67 7.54 9.29
4.55 5.53 5.93 6.52 7.50 8.48 10.5
5.05 6.15 6.59 7.24 8.34 9.43 11.6
6.06 7.37 7.90 8.69 10.0 11.3 13.9
3.63 4.41 4.76 5.20 5.98 6.77 8.34
5.39 6.56 7.03 7.72 8.89 10.1 12.4
11.2 14.7
12.6 16.5
14.0 18.3
16.8 22.0
10.0 13.2
14.9 19.6
STEEL SECTION
381 (1.25)
1.10
11.4
13.3
15.2
17.0
18.9
22.7
13.6
15.9
18.2
20.4
22.7
27.3
16.3
24.2
0.27 0.30 0.35 0.40 0.50 0.60 0.80 1.0 1.2 1.4 1.6
3.49 3.81 4.36 4.91 6.00 7.10 9.29 11.5 13.7 15.8 18.0
4.07 4.45 5.09 5.73 7.00 8.28 10.8 13.4 15.9 18.5 21.0
4.65 5.08 5.81 6.54 8.00 9.46 12.4 15.3 18.2 21.1 24.0
5.23 5.72 6.54 7.36 9.0 10.5 13.9 17.2 20.5 23.8 27.0
5.81 6.36 7.27 8.18 10.0 11.8 15.5 19.1 22.8 26.4 30.1
6.97 7.63 8.72 9.81 12.0 14.2 18.6 22.9 27.3 31.7 36.1
4.18 4.57 5.23 5.89 7.20 8.51 11.1 13.8 16.4 19.0 21.6
4.88 5.34 6.10 6.87 8.40 9.93 13.0 16.1 19.1 22.2 25.2
5.57 6.10 6.97 7.84 9.59 1.3 14.8 18.3 21.8 25.3 28.8
6.27 6.86 7.84 8.83 10.8 12.8 16.7 20.6 24.6 28.5 32.4
6.97 7.62 8.72 9.81 12.0 14.2 18.6 22.9 27.3 31.7 36.1
8.36 9.15 10.5 11.8 14.4 17.0 22.3 27.5 32.8 38.0 43.3
5.00 5.47 6.26 7.04 8.61 10.2 13.3 16.5 19.6 22.7 25.9
7.43 8.13 9.30 10.5 12.8 15.1 19.8 24.5 29.1 33.8 38.5
EXPANDED METALS JIS G3351 Standard Finish Dimensions
Dimensions and Weight Page 11
STEEL SECTION
S mm
L mm Area m2
1829 2438 1829 2438 2438 3048 914 1219 2438 914 1219 1829 1524
914 914 1219 1219 1524 1524 1829 1829 1829 2438 2438 2438 3046
1.672 2.228 2.230 2.972 3.716 4.645 1.672 2.230 4.459 2.228 2.972 4.459 4.645
Symbol Product number 1 12 13 14 XG 21 22 23 24 31 32 33 41 42 43 51 52 53 61 62 XS
Dimensions of mesh mm SW LW 34 135.4 34 135.4 34 135.4 34 135.4 36 101.6 36 101.6 36 101.6 36 101.6 12 30.5 12 30.5 12 30.5 22 50.8 22 50.8 22 50.8 25 61.0 25 61.0 25 61.0 34 76.2 34 76.2
Dimensions of Rate of Unit strand mm expansion Weight T W kg/m2 4.5 7.0 2.43 14.5 6.0 7.0 2.43 19.4 6.0 9.0 1.89 24.9 8.0 9.0 1.89 33.2 4.5 7.0 2.57 13.7 6.0 7.0 2.57 18.3 6.0 9.0 2.00 23.6 8.0 9.0 2.00 31.4 1.2 1.5 4.00 2.36 1.6 2.0 3.00 4.19 2.3 3.0 2.00 9.03 1.6 2.0 5.50 2.28 2.3 2.5 4.40 4.10 3.2 3.5 3.14 8.00 1.6 2.5 5.00 2.51 2.3 3.0 4.17 4.33 3.2 4.0 3.12 8.05 2.3 3.0 5.67 3.19 3.2 4.0 4.25 5.91
Page 12
Length of
bond mm 30 min 30 min 30 min 30 min 10 min 10 min 10 min 10 min -
-
-
STEEL SECTION
63 71 72 73 81 82 83 91 92 93
34 50 50 50 75 75 75 115 115 115
76.2 152.4 152.4 152.4 203.2 203.2 203.2 304.8 304.8 304.8
4.5 2.3 3.2 4.5 3.2 4.5 6.0 3.2 4.5 6.0
FLAT BARS
5.0 3.5 4.0 5.0 4.0 5.0 6.0 5.0 6.0 7.0
3.40 7.14 6.25 5.00 9.38 7.50 6.25 11.5 9.58 8.21
10.4 2.53 4.02 7.06 2.68 4.71 7.54 2.18 3.69 5.74
-
-
-
Metric Size Standard Standard Standard Standard Sectional Unit Sectional Unit Sectional Unit Sectional Sectional Unit Sectional Sectional Sectional Dimension Area Weight Dimension Area Weight Dimension Area Weight Dimension Area Weight Thick- Width cm2 kg/m Thick- Width cm2 kg/m Thick- Width cm2 kg/m Thick- Width cm2 kg/m ness mm mm ness mm mm ness mm mm ness mm mm 4.5 25 1.25 0.88 9 180 16.20 12.7 16 300 48.00 37.7 25 18 45.00 35.3 4.5 32 1.440 1.13 9 200 18.00 14.1 19 38 7.22 5.67 25 200 50.00 39.2 4.5 38 1.710 1.34 9 230 20.70 16.2 19 44 8.360 6.56 25 230 57.50 45.1 4.5 44 1.980 1.55 9 250 22.50 17.7 19 50 9.500 7.46 25 250 62.50 49.1 Page 13
STEEL SECTION
4.5 6 6 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 9
50 25 32 38 44 50 65 75 90 100 125 25 32 38 44 50 65 75 90 100 125 25
2.250 1.500 1.920 2.280 2.640 3.000 3.900 4.500 5.400 6.000 7.500 2.000 2.560 3.040 3.520 1.000 5.200 6.000 7.200 8.000 10.00 2.250
1.77 1.18 1.51 1.79 2.07 2.36 3.06 3.53 4.24 4.71 5.89 1.57 2.01 2.39 2.76 3.14 4.08 4.71 5.65 6.28 7.85 1.77
12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 16 16 16 16 16
25 32 38 44 50 65 75 90 100 125 150 180 200 230 250 280 300 32 38 44 50 65
3.000 3.810 4.560 5.280 6.000 7.800 9.000 10.80 12.00 15.00 18.00 21.60 24.00 27.60 30.00 33.60 36.00 5.120 6.080 7.040 8.000 10.40
2.36 3.01 3.58 4.14 4.71 6.12 7.06 6.48 9.42 11.8 14.1 17.0 18.8 21.7 23.6 26.4 28.3 4.02 4.77 5.53 6.28 8.16
19 19 19 19 19 19 19 19 19 19 19 19 22 22 22 22 22 22 22 22 22 22
Page 14
65 75 90 100 125 150 180 200 230 250 280 300 50 65 75 90 100 125 150 180 200 230
12.35 14.25 17.10 19.00 23.75 28.50 34.20 38.00 43.70 47.50 53.20 57.00 11.00 14.30 16.50 19.80 22.00 27.50 33.00 39.60 44.00 50.60
9.69 11.2 13.4 14.9 18.6 22.4 26.8 29.8 34.3 37.3 41.8 44.7 8.64 11.2 13.0 15.5 17.3 21.6 25.9 31.1 34.5 39.7
25 25 28 28 28 28 28 28 28 28 28 32 32 32 32 32 32 32 32 32 36 36
280 300 100 125 150 180 200 230 250 280 300 100 125 150 180 200 230 250 280 300 100 125
70.00 75.00 28.00 35.00 42.00 50.40 56.00 64.40 70.00 78.40 84.00 32.00 40.00 48.00 57.60 64.00 73.60 80.00 89.60 96.00 36.00 45.00
55.0 58.9 22.0 27.5 33.0 39.6 44.0 50.6 55.0 61.5 65.9 25.1 31.4 37.7 45.2 50.2 57.8 62.8 70.3 75.4 28.3 35.3
STEEL SECTION
9 9 9 9 9 9 9 9 9 9
32 38 44 50 65 75 90 100 125 150
2.280 3.420 3.960 4.500 5.850 6.750 8.100 9.000 11.25 13.50
SQUARE BARS Size in 3/16 13/64 7/32 15/64 1/4 17/64 9/32 19/64
ib/ft .1195 .1403 .1627 .1868 .2125 .2399 .2689 .2997
kg/m .178 .209 .242 .278 .316 .357 .400 .446
2.26 2.68 3.11 3.53 4.59 5.30 6.36 7.06 8.83 10.6
16 16 16 16 16 16 16 16 16 16
75 90 100 125 150 180 200 230 250 280
12.00 14.40 16.00 20.00 24.00 28.80 32.00 36.80 40.00 44.80
9.42 11.3 12.6 15.7 18.8 22.6 25.1 28.9 31.4 35.2
22 22 22 25 25 25 25 25 25 25
Size in 1- 3/32 1- 1/8 1- 5/32 1- 3/16 1- 7/32 1- 1/4 1- 9/32 1- 5/16
ib/ft 4.067 4.303 4.546 4.795 5.050 5.313 5.581 5.857
kg/m 6.052 6.404 6.765 7.136 7.515 7.907 8.306 8.716
Size in 2-13/16 2-27/32 2- 7/8 2-29/32 2-15/16 2-31/32 3 3 - 1/32
ib/ft 26.895 27.496 28.103 28.717 29.338 29.966 30.600 31.241
kg/m 40.024 40.918 41.822 42.736 43.661 44.595 45.538 47.455
Page 15
250 280 300 50 65 75 90 100 125 150
55.00 61.60 66.00 12.50 16.25 18.75 22.50 25.00 31.25 37.50
43.2 48.4 51.8 9.81 12.8 14.7 17.7 19.6 24.5 29.4
36 36 36 36 36 36 36
150 180 200 230 250 280 300
54.00 64.80 72.00 82.80 90.00 100.8 108.0
42.4 50.9 56.5 65.0 70.6 79.1 84.8
STEEL SECTION
5/16 21/64 11/32 23/64 3/8 25/64 13/32 27/64 7/16 29/64 15/32 31/64 1/2 33/64 17/32 35/64 9/16 37/64 19/32 39/64 5/8 41/64
.3320 .661 .4018 .4391 .4718 .5188 .5611 .6051 .6508 .6981 .7471 .7977 .8500 .9040 .9596 1.0168 1.0758 1.1364 1.1986 1.2625 1.3281 1.3954
.494 .545 .598 .653 .711 .772 .835 .900 .969 1.039 1.112 1.187 1.265 1.345 1.428 1.513 1.601 1.691 1.784 1.879 1.977 2.077
1-11/32 1- 3/8 1-13/32 1- 7/16 1-15/32 1- 1/2 1-17/32 1- 9/16 1-19/32 1- 5/8 1-21/32 1-11/16 1-23/32 1- 3/4 1-25/32 1-13/16 1-27/32 1- 7/8 1-29/32 1-15/16 1-31/32 2
6.139 6.428 6.724 7.026 7.335 7.650 7.972 8.301 8.636 8.978 9.327 9.682 10.044 10.413 10.788 11.170 11.558 11.953 12.355 12.763 13.178 13.600
9.136 9.566 10.007 10.456 10.916 11.385 11.864 12.352 12.852 13.361 13.880 14.409 14.947 15.497 16.055 16.623 17.200 17.788 18.386 18.993 16.162 20.239
3- 1/16 3- 3/32 3- 1/8 3- 5/32 3- 3/16 3- 7/32 3- 1/4 3- 9/32 3- 5/16 3-11/32 3- 3/8 3-13/32 3- 7/16 3-15/32 3- 1/2 3- 9/16 3- 5/8 3-11/16 3- 3/4 3-13/16 3- 7/8 3-15/16
31.888 32.542 33.203 33.871 34.545 35.225 35.913 36..606 37.307 38.014 38.728 39.449 40.176 40.910 41.650 43.151 44.678 46.232 47.813 49.420 51.053 52.713
47.455 48.428 42.421 50.406 51.409 52.421 53.444 54.476 55.519 56.571 57.633 58.706 59.789 60.881 61.982 64.261 66.489 68.801 71.153 73.545 75.976 78.466
Page 16
STEEL SECTION
21/32 43/64 11/16 45/64 23/32 47/64 3/4 49/64 25/32 51/64 13/16 53/64 27/32 55/64 7/8 57/64 29/32 59/64 15/16 61/64 31/32 63/64
1.4643 1.5348 1.6070 1.6809 1.7564 1.8336 1.9125 1.9930 2.0752 2.1590 2.2445 2.3317 2.4205 2.5110 2.6031 2.6969 2.7924 2.8895 2.9883 3.0887 3.1908 3.2946
2.179 2.284 2.392 2.501 2.614 2.729 2.846 2.966 3.088 3.213 3.340 3.470 3.602 3.737 3.874 4.031 4.156 4.300 4.447 4.597 4.748 4.903
2- 1/32 2- 1/16 2- 3/32 2- 1/8 2- 5/32 2- 3/16 3- 7/32 2- 1/4 2- 9/32 2- 5/16 2-11/32 2- 3/8 2-13/32 2- 7/16 2-15/32 2- 1/2 2-17/32 2- 9/16 2-19/32 2- 5/8 2-21/32 2-11/16
14.028 14.463 14.905 15.353 15.808 16.270 16.738 17.213 17.694 18.182 18.677 19.178 19.606 20.201 20.722 21.250 21.785 22.326 22.874 23.428 23.989 24.557
20.877 21524 22.181 22.848 23.525 24.212 24.909 25.616 26.332 27.058 27.795 28.541 29.297 30.063 30.838 31.624 32.420 33.225 34.041 34.866 35.701 36.546
4 4- 1/16 4- 1/8 4- 3/16 4- 1/4 4- 5/16 4- 3/8 4- 7/16 4- 1/2 4- 9/16 4- 5/8 4-11/16 4- 3/4 4-13/16 4- 7/8 4-15/16 5 5- 1/16 5- 1/8 5- 3/16 5- 1/4 5- 5/16
54.400 56.113 57.853 59.620 61.413 63.232 65.078 66.951 63.850 70.776 72.728 74.707 76.713 78.745 80.803 82.888 85.000 87.138 89.303 91.495 93.713 95.957
80.956 83.506 86.096 88.762 91.394 94.101 96.848 99.635 102.461 105.327 108.231 111.177 114.162 117.186 120.249 123.351 126.494 129.676 132.899 136.161 139.462 142.801
Page 17
STEEL SECTION
1 3.4000 5.060 2-23/32 25.131 37.400 5- 3/8 1- 1/32 3.616 5.381 2- 3/4 25.713 38.255 5- 7/16 1- 1/16 3.838 5.712 2-15/32 26.300 39.139 5- 1/12 REFERENCE: UNITED STATES STELEL EXPORT COMPANY
98.228 146.180 100.526 149.600 102.850 150.059
ROUND BARS Metric Size Diameter mm in 6 0.236 7 0.276 8 0.315 9 0.354 10 0.394 11 0.433 12 0.472 13 0.512 14 0.561 15 0.591 16 0.630 17 0.069 18 0.709
kg/m. 0.222 0.302 0.395 0.499 0.617 0.746 0.898 1.04 1.21 1.39 1.58 1.78 2.00
Unit Weight kg/ft 0.0677 0.0921 0.120 0.152 0.183 0.227 0.271 0.316 0.368 0.423 0.481 0.543 0.609
lb/ft 0.149 0.203 0.265 0.335 0.415 0.501 0.597 0.699 0.813 0.934 1.062 1.196 1.344
Diameter mm in 40 1.579 42 1.654 44 1.732 46 1.811 48 1.890 50 1.969 55 2.165 60 2.362 65 2.559 70 2.759 75 2935 80 3.150 85 3.346
Unit Weight kg/m. kg/ft lb/ft. 9.87 3.01 6.032 10.9 3.31 7.324 11.9 3.64 7.996 13.0 3.93 8.736 14.2 4.33 9.542 15.4 4.70 10.35 18.7 5.69 12.57 22.2 6.77 14.92 26.0 7.94 17.47 30.2 9.21 20.29 34.7 10.6 23.32 39.5 12.0 26.54 44.5 13.6 29.9 Page 18
STEEL SECTION
19 20 21 22 23 24 25 26 28 30 32 34 36 38 Inch Size in 3/16 1.4 5.16 3/8 7/16
0.748 0.787 0.827 0.860 0.908 0.945 0.984 1.024 1.102 1.181 1.260 1.335 1.417 1.496
2.23 2.47 2.72 2.98 3.26 3.56 3.85 4.17 4.83 5.51 6.31 7.13 7.99 8.90
Diameter in mm 0.1875 4.763 0.2500 6.350 0.3126 7.930 0.3750 9.525 0.4375 11.113
0.678 0.752 0.829 0.910 0.994 1.09 1.17 1.27 1.47 1.69 1.92 2.17 2.44 2.71
1.498 1.660 1.826 2.002 2.191 2.587 2.802 3.246 3.729 4.240 4.791 5.369 5.981
90 95 100 105 110 115 120 125 130 135 140 145 150 200
Unit Weight kg/m. kg/ft lb/ft. 0.140 0.0426 0.09392 0.249 0.0750 0.1671 0.388 0.118 0.2601 0.559 0.170 0.3748 0.761 0.232 0.3113
3.543 3.740 3.937 4.134 4.331 4.528 4.724 4.921 5.118 5.315 5.512 5.709 5.906 7.874
49.9 65.6 61.7 68.0 74.6 81.6 88.8 96.3 104 112 121 130 139 247
Diameter in in 7/8 0.8750 15/16 0.9375 1 1.0000 1 1/8 1.1250 1 1/4 1.2500
15.2 17.0 18.8 20.7 22.7 24.9 27.1 29.4 31.8 34.2 36.8 39.5 42.3 75.3
mm 22.225 28.813 25.400 28.575 31.750
Page 19
33.53 37.36 41.46 45.69 50.13 54.83 59.67 64.71 69.88 75.26 81.31 87.36 93.40 165.97 Unit Weight kg/m. kg/ft lb/ft. 3.05 0.928 2.046 3.50 1.07 2.356 3.98 1.21 2.668 5.03 1.53 3.373 6.21 1.89 4.167
STEEL SECTION
1/2 9/16 5/8 11/16 3/4 13/16
0.5000 0.5625 0.6250 0.6875 0.7500 0.8125
12.700 14.288 15.875 17.463 19.050 20.638
0.995 1.26 1.55 1.88 2.24 2.63
0.303 0.384 0.474 0.573 0.682 0.801
0.6680 0.0470 1.045 1.263 1.504 1.766
1 1 1 1 1 2
3/8 1/2 5/8 3/4 7/8
1.3750 1.5000 1.6250 1.7500 1.8750 2.000
34.925 38.100 41.275 44.450 47.625 50.800
7.52 8.95 10.5 12.2 14.0 15.9
2.20 2.73 3.20 3.71 4.26 4.85
5.049 6.091 7.055 8.179 9.392 10.68
EQUAL ANGLE JIS G 3192 Starndard sectional dimension mm AxB
t
r1
r2
25x25 30x30 40x40 40x40 45x45 45x45 50x50 50x50 50x50
3 3 3 5 4 5 4 5 6
4 4 4.5 4.5 6.5 6.5 6.5 6.5 6.5
2 2 2 3 3 3 3 3 4.5
SecUnit Reference tional Weight Position of center Geometrical moment of Radius of Gyration Area kg/m of Gravity cm inertia cm4 of Area cm cm2 Cx Cy lx ly Max ix Min iy ix iy Max ix 1.427 1.12 0.719 0.719 0.797 0.797 1.26 0.332 0.747 0.747 0.940 1.727 1.36 0.844 0.844 1.42 1.42 2.26 0.590 0.908 0.908 1.14 2.336 1..83 1.09 1.09 3.53 3.53 5.60 1.46 1.23 1.23 1.55 3.755 2.95 1.17 1.17 5.42 5.42 8.59 2.25 1.20 1.20 1.51 3.492 2.74 1.27 1.24 6.50 6.50 10.3 2.70 1.36 1.36 1.72 4.302 3.38 1.28 1.28 7.91 7.91 12.5 3.29 1.36 1.36 1.71 3.892 3.06 1.37 1.37 9.06 9.06 14.4 3.76 153 1.53 1.92 4.802 3.77 1.41 1.41 11.1 11.1 17.5 4.58 1.52 1.52 1.91 5.644 4.43 1.44 1.44 12.6 12.6 20.0 5.23 1.50 1.50 1.88 Page 20
Min iy 0.483 0.585 0.790 0.774 0.880 0.874 0.983 0.973 0.963
STEEL SECTION
60x60 60x60 65x65 65x65 65x65 70x70 75x75 75x75 75x75 80x80 90x90 90x90 90x90 90x90 100x100 100x100 100x100 120x120 130x130 130x130 130x130 150x150
4 5 5 6 8 6 6 9 12 6 6 7 10 13 7 10 13 8 9 12 15 12
6.5 6.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 10 10 10 10 10 10 10 12 12 12 12 14
3 3 3 4 6 4 4 6 6 4 5 5 7 7 5 7 7 5 6 8.5 8.5 7
4.692 5.802 6.367 7.527 9.761 8.127 8.727 12.69 16.56 9.327 10.55 12.22 17.00 21.71 13.62 19.00 24.31 18.76 22.74 29.76 36.75 34.77
3.68 4.55 5.00 5.91 7.66 6.38 6.85 9.96 13.0 7.32 8.28 9.59 13.3 17.0 10.7 14.9 19.1 14.7 17.9 23.4 28.8 27.3
1.61 1.66 1.77 1.81 1.88 1.93 2.06 2.17 2.29 2.18 2.42 2.46 2.57 2.69 2.71 2.82 2.94 3.24 3.53 3.64 3.76 4.14
1.61 1.66 1.77 1.81 1.88 1.93 2.06 2.17 2.29 2.18 2.42 2.46 2.57 2.69 2.71 2.82 2.94 3.24 3.53 3.64 3.76 4.14
16.0 19.6 25.3 29.4 36.8 37.1 46.1 64.4 81.9 56.4 80.7 93.0 125 156 129 175 220 258 366 467 568 740
Page 21
16.0 19.6 25.3 29.4 36.8 37.1 46.1 64.4 81.9 56.4 80.7 93.0 125 156 129 175 220 258 366 467 568 740
25.4 31.2 40.1 46.6 58.3 58.9 73.2 102 129 89.6 128 148 199 248 205 278 348 410 583 743 902 1180
6.62 8.09 10.5 12.2 15.3 15.3 19.0 26.7 34.5 23.2 33.4 38.3 51.7 65.3 53.2 72.0 91.1 106 150 192 234 304
1.85 1.84 1.99 1.98 1.94 2.14 2.30 2.25 2.22 2.46 2.77 2.76 2.71 2.68 3.08 3.04 3.00 3.71 4.01 3.96 3.93 4.61
1.85 1.84 1.99 1.98 1.94 2.14 2.30 2.25 2.22 2.46 2.77 2.76 2.71 2.68 3.08 3.04 3.00 3.71 4.01 3.96 3.93 4.61
2.33 2.32 2.51 2.49 2.44 2.69 2.90 2.84 2.79 3.10 3.48 3.48 3.42 3.38 3.88 3.83 3.78 4.67 5.06 5.00 4.95 5.82
1.19 1.18 1.28 1.27 1.25 1.37 1.48 1.45 1.44 1.58 1.78 1.77 1.74 1.73 1.98 1.95 1.91 2.38 2.57 2.54 2.53 2.96
STEEL SECTION
150x150 150x150 175x175 175x175 200x200 200x200 200x200 250x250 250x250
15 19 12 15 15 20 25 25 35
14 14 15 15 17 17 17 24 24
10 10 11 11 12 12 12 12 18
42.74 53.38 40.52 50.21 57.75 76.00 93.75 119.4 162.6
33.6 41.9 31.8 39.4 45.3 59.7 73.6 93.7 128
4.24 4.40 4.73 4.85 5.46 5.67 5.86 7.10 7.45
4.24 4.40 4.73 4.85 5.46 5.67 5.86 7.10 7.45
888 1090 1170 1440 2180 2820 3420 6950 9110
888 1090 1170 1440 2180 2820 3420 6950 9110
1410 1730 1860 2290 3470 4490 5420 11000 14400
365 451 480 589 891 1160 1410 2860 3790
4.56 4.52 5.38 5.35 6.14 6.09 6.04 7.63 7.49
4.56 4.52 5.38 5.35 6.14 6.09 6.04 7.63 7.49
5.75 5.69 6.78 6.75 7.75 7.68 7.61 9.62 9.42
2.92 2.91 3.44 3.42 3.93 3.90 3.88 4.90 4.83
EQUAL ANGLE JIS G 3192 Starndard sectional dimension mm AxB
t
r1
r2
90x75 100x75 100x75 125x75 125x75 125x75
9 7 10 7 10 13
8.5 10 10 10 10 10
6 5 7 5 7 7
SecUnit tional Weight Position of center Area kg/m of Gravity cm cm2 Cx Cx 14.04 11.0 2.75 2.00 11.87 9.3 3.06 1.83 16.50 13.0 3.17 1.94 13.62 10.7 4.10 1.64 19.00 14.9 4.22 1.75 24.31 19.1 4.35 1.87
Reference Geometrical moment of Radius of Gyration inertia cm4 of Area cm lx ly Max lu Max iv ix iy Max iu 109 68.1 143 34.1 2.78 2.20 3.19 118 56.9 144 30.8 3.15 2.19 3.49 159 76.1 194 41.3 3.11 2.15 3.43 219 60.4 243 36.4 4.01 2.11 4.23 299 80.8 330 49.0 3.96 2.06 4.17 376 101 415 61.9 3.93 2.04 4.13
Page 22
Min iv 1.56 1.61 1.58 1.64 1.61 1.60
STEEL SECTION
125x90 125x90 150x90 150x90 150x100 150x100 150x100
10 13 9 12 9 12 15
10 10 12 12 12 12 12
7 7 6 8.5 6 8.5 8.5
20.50 26.26 20.94 27.36 21.84 28.56 35.25
16.1 20.6 16.4 21.5 17.1 22.4 27.7
3.95 4.07 4.95 5.07 4.76 4.88 5.00
2.22 2.34 1.99 2.10 2.30 2.41 2.53
318 401 485 619 502 612 782
UNEQUAL ANGLE AND UNEQUAL THICKNESS Starndard sectional dimension mm
AxB
t1
t2
r1
r2
200x90 250x90 250x90 300x90 300x90 350x100 400x100
9 10 12 11 13 12 13
14 15 16 16 17 17 18
14 17 17 19 19 22 24
7 8.5 8.5 9.5 9.5 11 12
138 173 133 167 181 223 276 JIS G 3192
SecUnit tional Weight Position of center Area kg/m of Gravity cm cm2 Cx Cv 29.66 23.3 6.36 2.15 37.47 29.4 8.61 1.92 42.95 33.7 8.99 1.89 46.22 36.3 11.0 1.76 52.67 41.3 11.3 1.75 57.74 45.3 13.0 1.87 68.59 53.8 15.4 1.77
Page 23
380 477 537 685 579 738 897
76.2 96.3 80.4 102 104 132 161
3.94 3.91 4.81 4.76 4.78 4.74 4.71
2.59 2.57 2.52 2.47 2.88 2.83 2.80
4.30 4.26 5.06 5.00 5.15 5.09 5.04
1.93 1.91 1.96 1.93 2.18 2.15 2.14
Reference Geometrical moment of Radius of Gyration inertia cm4 of Area cm lx Iv Max lu Min lv ix iv Max iu 1210 200 1290 125 6.39 2.60 6.58 2440 223 2520 147 8.08 2.44 8.20 2790 238 2870 160 8.07 2.35 8.18 4370 245 4440 168 9.72 2.30 9.80 4940 259 5020 181 9.63 2.22 9.76 7440 362 7550 251 11.3 2.50 11.4 11500 388 11600 277 12.9 2.38 13.0
STEEL SECTION
CHANNEL
JIS G 3192 Starndard sectional dimension mm
HxB
75x40 100x50 125x65 150x75 150x75 180x75 200x80 200x90 250x90 250x90 300x90 300x90
t1
5 5 6 6.5 9 7 7.5 8 9 11 9 10
t2
7 7.5 8 10 12.5 10.5 11 13.5 13 14.5 13 15.5
r1
8 8 8 10 15 11 12 14 14 17 14 19
r2
4 4 4 5 7.5 5.5 6 7 7 8.5 7 9.5
SecUnit tional Weight Area kg/m cm2 8.818 11.92 17.11 23.71 30.59 27.20 31.33 38.65 44.07 51.17 48.57 55.74
6.92 9.36 13.4 18.6 24.0 21.4 24.6 30.3 34.6 40.2 38.1 43.8
Position of Center of Gravity cm Cx Cy 0 1.28 0 1.54 0 1.90 0 2.28 0 2.31 0 2.13 0 2.21 0 2.74 0 2.40 0 2.40 0 2.22 0 2.34
Page 24
Reference Geometrical Radius of moment Gyration of inertia cm4 of Area cm lx ix ly iy 75.3 12.2 2.92 7.17 188 26.0 3.97 1.48 424 61.8 4.98 1.90 861 117 6.03 2.22 1050 147 5.86 2.19 1380 131 7.12 2.19 1950 168 7.88 2.32 2490. 277 8.02 2.68 4180 294 9.74 2.58 4680 329 9.56 2.54 6440 309 11.5 2.52 7410 360 11.5 2.54
Modulus of Section cm3 Zx 20.1 37.6 67.8 115 140 153 195 249 334 374 429 494
Zy 4.47 7.52 13.4 22.4 28.3 24.3 29.1 44.2 44.5 49.9 45.7 54.1
STEEL SECTION
300x90 380x100 380x100 380x100
12 10.5 13 13
H-BEAM
16 16 16.5 20
19 18 18 24
9.5 9 9 12
JIS G 3192
Starndard sectional dimension mm Nominal Dimension HxB t1 t2 (Height x flage) 100x50 100x 50 5 7 100x100 100x100 6 8 125x60 125x 60 6 8 125x125 125x125 6.5 9 150x 75 150x 75 5 7 150x100 148x100 6 9 150x150 150x150 7 10 175x 90 175x 90 5 8 175x175 175x175 7.5 11 200x100 198x 99 4.5 7
r
8 10 9 10 8 11 11 9 12 11
61.90 69.39 78.96 85.71
48.6 54.5 62.0 67.3
SecUnit tional Weight Area kg/m cm2 11.85 21.90 16.84 30.31 17.85 26.84 40.14 23.04 51.21 23.18
9.30 17.2 13.2 23.8 14.0 21.1 31.5 18.1 40.2 18.2
0 0 0 0
2.28 2.41 2.33 2.54
Geometrical moment of inertia cm4 lx ly 187 14.8 383 134 413 29.2 847 293 666 49.5 1020 151 1640 563 1210 97.5 2880 984 1580 114 Page 25
7870 14500 15600 17600
379 535 565 655
Reference Radius of Gyration of Area cm ix iy 3.98 1.12 4.18 2.47 4.95 1.32 5.29 3.11 6.11 1.66 6.17 2.37 6.39 3.75 7.26 2.06 7.50 4.38 8.26 2.21
11.3 14.5 14.1 14.3
2.48 2.78 2.67 2.76
Modulus of Section cm3 Zx 37.5 76.5 66.1 136 88.8 138 219 139 330 184
Zy 5.91 26.7 9.73 47.0 13.2 30.1 75.1 21.7 112 23.0
525 763 823 926
56.4 70.5 73.6 87.8
STEEL SECTION
200x150 200x200 250x125 250x175 250x250 300x150 300x200 300x300 350x175 350x250
200x100 194x150 200x200 200x204 248x124 250x125 244x175 250x250 250x255 298x149 300x150 294x200 294x302 300x300 300x305 346x174 350x175 340x250
5.5 6 8 12 5 6 7 9 14 5.5 6.5 8 12 10 15 6 7 9
H-BEAM continued
8 9 12 12 8 9 11 14 14 8 9 12 12 15 15 9 11 14
Starndard sectional dimension mm Nominal
11 13 13 13 12 12 16 16 16 13 13 18 18 18 18 14 14 20
27.16 39.01 63.53 71.53 32.68 37.66 56.24 92.18 104.7 40.80 46.78 72.38 107.7 119.8 134.8 52.68 63.14 101.5
21.3 30.6 49.9 56.2 25.7 29.6 44.1 72.4 82.2 32.0 36.7 56.8 84.5 94.0 106 41.4 49.6 79.7
SecUnit tional Weight
1840 2690 4720 4980 3540 4050 6120 10800 11500 6320 7210 11300 16900 20400 21500 11100 13600 21700
134 507 1600 1700 255 294 984 3650 3880 442 508 1600 5520 6750 7100 792 948 3650
Geometrical Page 26
8.24 8.30 8.62 8.35 10.4 10.4 10.4 10.8 10.5 12.4 12.4 12.5 12.5 13.1 12.6 14.5 14.7 14.6
2.22 3.61 5.02 4.88 2.79 2.79 4.18 6.29 6.09 3.29 3.29 4.71 7.16 7.51 7.26 3.88 3.95 6.00
Reference Radius of
184 277 472 498 285 324 502 867 919 424 481 771 1150 1360 1440 641 775 1280
26.8 67.6 160 167 41.1 47.0 113 292 304 59.3 67.7 160 365 450 466 91.0 112 292
Modulus of
STEEL SECTION Dimension
HxB
(Height x flage) 350x350 344x348 350x350 400x200 396x199 400x200 400x300 390x300 *388x402 *394x398 400x400 400x400 *400x408 *414x405 *428x407 *458x417 *498x432 450x200 446x199 450x200 450x300 440x300 496x199 500x200 500x200 506x201
t1
10 12 7 8 10 15 11 13 21 18 20 30 45 8 9 11 9 10 11
t2
16 19 11 13 16 15 18 21 21 28 35 50 70 12 14 18 14 16 19
r
20 20 16 16 22 22 22 22 22 22 22 22 22 18 18 24 20 20 20
Area cm2
kg/m
146.0 173.9 72.16 84.12 136.0 188.5 186.8 218.7 250.7 295.4 360.7 528.6 770.1 84.30 96.76 157.4 101.3 114.2 131.3
115 137 56.6 66.0 107 140 147 172 197 232 283 415 605 66.2 76.0 124 79.5 89.6 103
moment of inertia cm4 lx lx 33300 11200 40300 13600 20000 1450 23700 1740 38700 7210 49000 16300 56100 18900 66600 22400 70900 23800 92800 31000 119000 39400 187000 60500 298000 94400 28700 1580 33500 1870 56100 8110 41900 1840 47800 2140 56500 2580 Page 27
Gyration of Area cm ix iy 15.1 8.78 15.2 8.84 16.7 4.48 16.8 4.54 16.9 7.28 16.6 9.54 17.3 10.1 17.5 10.1 16.8 9.75 17.7 10.2 18.2 10.4 18.8 10.7 19.7 11.1 18.5 4.33 18.6 4.40 18.9 7.18 20.3 4.27 20.5 4.33 20.7 4.43
Section cm3 Zx 1940 2300 1010 1190 1980 2520 2850 3330 3540 4480 5570 8170 12000 1290 1490 2550 1690 1610 2230
Zy 646 776 145 174 481 809 951 1120 1170 1530 1930 2900 4370 159 187 541 185 214 257
STEEL SECTION
500x300 482x300 488x300 596x199 600x200 600x200 *606x201 582x300 600x300 588x300 *594x302 700x300 *692x300 700x300 800x300 *792x300 800x300 *890x299 900x300 900x300 *912x302
11 11 10 11 12 12 12 14 13 13 14 14 15 16 18
15 18 15 17 20 17 20 23 20 24 22 26 23 28 34
26 26 22 22 22 28 28 28 28 28 28 28 28 28 28
145.5 163.5 120.5 134.4 152.5 174.5 192.5 222.4 211.5 235.5 243.4 267.4 270.9 309.8 364.0
114 128 94.6 106 120 137 151 175 166 185 191 210 213 243 286
60400 71000 68700 77600 90400 103000 118000 137000 172000 201000 254000 292000 345000 411000 498000
6760 8110 1980 2280 2720 7670 9020 10600 9020 10800 9930 11700 10300 12600 15700
20.4 20.8 23.9 24.0 24.3 24.3 24.8 24.9 28.6 29.3 32.3 33.0 35.7 36.4 37.0
6.83 7.04 4.05 4.12 4.22 6.63 6.85 6.90 6.53 6.78 6.39 6.62 6.16 6.39 6.56
2500 2910 2310 2590 2980 3530 4020 4620 4980 5760 6410 7290 7760 9140 0900
451 541 199 288 271 511 601 701 602 722 662 782 688 843 1040
STEEL H PIPLES JIS A 5526 (Metric Series) Nominal Size
Dimension
SecUnit tional Weight Area kg/m
Geometrical moment Page 28
Reference Modulus of Section cm3
Radius of Gyration
Area of Outer
STEEL SECTION
200x200 250x250 300x300
350x350
400x400
H
B
t1
t2
cm2
mm 200 244 250 294 300 300 338 344 350 350 388 394 400 400 414 428
mm 204 252 255 302 300 305 351 354 350 357 402 405 400 408 405 407
mm 12 11 14 12 10 15 13 16 12 19 15 18 13 21 18 20
mm 12 11 14 12 15 15 13 16 19 19 15 18 21 21 28 35
71.53 82.06 104.7 107.7 119.8 134.8 135.9 166.6 173.9 198.4 178.5 214.4 218.7 250.7 295.4 306.7
56.2 64.4 82.2 84.5 94.0 106 106 131 137 156 140 168 172 197 232 283
Sec-
Unit
I-BEAM JIS G 3192
Starndard sectional dimension mm
of inertia cm4 lx ly cm4 498x10 170x10 879x10 292x10 115x102 388x10 169x102 552x10 204x102 675x10 215x102 710x10 282x102 938x10 353x102 118x102 403x102 136x102 428x102 144x102 490x102 163x102 597x102 200x102 666x102 224x102 709x102 238x102 928x102 310x102 119x103 394x102
Zx cm3 498 720 919 115x10 136x10 144x10 167x10 205x10 230x10 245x10 252x10 303x10 333x10 354x10 448x10 557x10
Zy cm3 167 233 304 365 450 466 534 669 776 809 809 985 1120 1170 1350 1930
of Area cm Surface ix iy m2/m cm cm 8.36 4.88 1.17 10.3 5.98 1.45 10.5 6.09 1.46 12.5 7.16 1.74 13.1 7.51 1.75 12.6 7.26 1.76 14.4 8.33 2.02 14.6 8.43 2.04 15.2 8.84 2.04 14.7 8.53 2.06 16.6 9.54 2.32 16.7 9.65 2.33 17.5 10.1 2.34 16.8 9.75 2.35 17.7 10.2 2.38 18.2 10.4 2.41
Reference
Page 29
STEEL SECTION
HxB
100x 75 125x 75 150x 75 150x125 180x100 200x100 200x150 250x125 250x125 300x150 300x150 300x150 350x150 350x150 400x150 400x150 450x175 450x175
t1
5. 5.5 5.5 8.5 6 7 9 7.5 10 8 10 11.5 9 12 10 12.5 11 13
t1
8 9.5 9.5 14 10 10 16 12.5 19 13 18.5 22 15 24 18 25 20 26
r1
7 9 9 13 10 10 15 12 21 12 19 23 13 25 17 27 19 27
r2
3.5 4.5 4.5 6.5 5 5 7.5 6 10.5 6 9.5 11.5 6.5 12.5 8.5 13.5 9.5 13.5
tional Weight Area kg/m cm2 16.43 20.45 21.83 46.15 30.06 33.06 64.16 48.79 70.73 61.58 83.47 97.88 74.58 111.1 91.73 122.1 116.8 146.1
12.9 16.1 17.1 36.2 23.6 26.0 50.4 38.3 55.5 48.3 65.5 76.8 58.5 87.2 72.0 95.8 91.7 115
Position of Centre ol Gravity cm Cx Cy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 30
Geometrical moment of inertia cm4 lx ly 281 47.3 538 57.5 819 57.5 1760 385 1670 138 2170 138 4460 753 5180 337 7310 538 9480 588 12700 886 14700 1080 15200 702 22400 1180 21400 864 31700 1240 39200 1510 48800 2020
Radius of Gyration of Area cm ix iy 4.14 1.70 5.13 1.68 6.12 1.62 6.18 2.89 7.45 2.14 8.11 2.05 8.34 3.43 10.3 2.63 10.2 2.76 12.4 3.09 12.3 3.26 12.2 3.32 14.3 3.07 14.2 3.26 16.2 3.07 16.1 3.18 18.3 3.60 18.3 3.72
Modulus of Section cm3 Zx 56.2 86.0 109 235 186 217 446 414 585 632 849 978 870 1280 1200 1580 1740 2170
Zy 12.6 15.3 15.3 61.6 27.5 27.7 10.0 53.9 89.0 78.4 118 143 93.5 158 115 165 173 231
STEEL SECTION
600x190 600x190
13 16
25 35
25 38
MINING I-BEAN Depth
Size
M105
M115
12.5 9
169.4 224.5
133 176
0 0
Sectional Area cm2 (in2) 28.89
A mm (in) 105
Flange Width B mm (in) 84
t mm (in) 9
t mm (in) 19
t mm (in) 7
r mm (in) 15
r mm (in) 4
(4.134) 115
(3.307) 94
(.354) 11
(.748) 22
(.276) 7
(.591) 16
(.157) (4.478) 4 36.51
(4.528)
(3.740)
(.433)
(.866)
(.276)
(.630)
(.157) (5.659)
Standand Lenght :
3.5m 15ft
Thickness
0 0
4.5m 20ft
5.5m 25ft
6.0m 30ft
Comer Radius
7.0m 35ft
8.0m 40ft
9.0m
98400 130000
2460 3540
Weight
kg/m
kg/m
ib/ft
22.7
6.92
15.25
28.7
8.75
19.29
10.0m
11.0m
Maxinum Leanght : 25.0m or 80ft MINING I-BEAMS IN THREE GRADES
Mining l-Beams are supplied in three grades to suit the Page 31
24.1 24.1
12.0m
3.81 3.97
3280 4330
Moment of Inertia jx jy cm4 cm4 (in4) (in4) 488.4 97.8
259 373
Radius of Gyration ix iy cm cm (in) (in) 4.13 1.83
(11.73) (2.350) (1.624) 733.0 153.2 4.48
(.737) 2.65
(17.61) (3.680) (1.764)
(.806)
STEEL SECTION
Grade Grade 1 Grade 2 Grade 3
Ultimate Tensile Strenght 50 kg/mm2 minimum 57 kg/mm2 minimum 67 kg/mm2 minimum
various requirement of mines and are cut to leanght Yielding Point Minimum Elongation 30 kg/mm2 minimum 20% 34 kg/mm2 minimum 16% 40 kg/mm2 minimum 12%
LIGHT LIP CHANNEL JIS G3350 Dimensions mm HxAxC
t
250x75x25
4.5 4.5 4.0 3.2 4.5 4.0 3.2 4.5 4.0 3.2
200x75x20 200x75x20
150x75x25
SecUnit tional Weight Area kg/m cm2 18.92 14.9 16.67 13.1 14.95 11.7 12.13 9.52 16.22 12.7 14.55 11.4 11.81 9.27 14.42 11.3 12.95 10.2 10.53 8.27
Centre of Gravuty cm Cx Cy 0 2.07 0 2.32 0 2.32 0 2.33 0 2.19 0 2.19 0 2.19 0 2.65 0 2.65 0 2.66
Secondary Moment of Area cm4 lx ly 1690 129 990 121 895 110 736 92.3 963 109 871 100 716 84.1 501 109 455 99.8 375 83.6
Radius of Gyration of Area cm ix iy 9.44 2.62 7.61 2.69 7.74 2.72 7.70 2.76 7.71 2.60 7.74 2.62 7.79 2.67 5.90 2.75 5.93 2.78 5.97 2.82
Page 32
Modulus of Section cm3 Zx Zy 135 23.8 99.0 23.3 89.5 21.3 73.6 17.8 96.3 20.6 87.1 18.9 71.6 15.8 66.9 22.5 60.6 20.6 50.0 17.3
Centre of Shear cm Sx Sy 5.1 0 5.6 0 5.7 0 5.7 0 5.3 0 5.3 0 5.4 0 6.3 0 6.3 0 6.4 0
STEEL SECTION 150x65x20
150x50x20
125x50x20
120x60x25 120x60x20 120x40x20 100x50x20
90x45x20
4.0 3.2 2.3 4.5 3.2 2.3 4.5 4.0 3.2 2.3 4.5 3.2 2.3 3.2 4.5 4.0 3.2 2.8 2.3 2.0 1.6 3.2
11.75 9.567 7.012 11.72 8.607 6.322 10.59 9.548 7.807 5.747 11.72 8.287 6.092 7.007 9.469 8.548 7.007 6.205 5.172 4.537 3.672 6.367
9.22 7.51 5.50 9.20 6.76 4.96 8.32 7.50 6.13 4.51 9.20 6.51 4.78 5.50 7.43 6.71 5.50 4.87 4.06 3.56 2.88 5.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2.11 2.11 2.12 1.54 1.54 1.55 1.68 1.68 1.68 1.69 2.25 2.12 2.13 1.32 1.86 1.86 1.86 1.86 1.86 186 1.87 1.72
401 332 248 368 280 210 238 217 181 137 252 186 140 1440 139 127 107 99.8 80.7 71.4 58.4 76.9
63.7 53.8 41.1 35.7 28.3 21.9 33.5 33.1 26.6 20.6 58.0 40.9 31.3 15.3 30.9 28.7 24.5 23.2 19.0 16.9 14.0 18.3
5.48 5.89 5.94 5.60 5.71 5.77 4.74 4.77 4.82 4.88 4.63 4.74 4.79 4.53 3.82 3.85 3.90 3.96 3.95 3.97 3.99 3.48
Page 33
2.33 2.37 2.42 1.75 1.81 1.86 1.78 1.81 1.85 1.89 2.22 2.22 2.27 1.48 1.81 1.83 1.87 1.91 1.92 1.93 1.95 1.69
53.3 44.3 33.0 49.0 37.4 28.0 38.0 34.7 29.0 21.9 41.9 31.0 23.3 24.0 27.7 25.4 21.3 20.0 16.1 14.3 11.7 17.1
14.5 12.2 9.37 10.5 8.19 6.33 10.0 9.38 8.02 6.22 15.5 10.5 8.10 5.71 9.82 9.13 7.81 7.44 6.06 5.40 4.47 6.57
5.0 5.1 5.2 3.7 3.8 3.8 4.0 4.0 4.0 4.1 5.3 4.9 5.1 3.4 4.3 4.3 4.4 4.3 4.4 4.4 4.5 4.1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
STEEL SECTION
75x45x15
75x35x15 70x40x25 60x30x10
2.3 1.6 2.3 2.0 1.6 2.3 1.6 2.3 2.0 1.6
4.712 3.352 4.137 3.637 2.952 3.677 3.032 2.872 2.537 2.072
3.70 2.63 3.25 2.86 2.32 2.89 2.38 2.25 1.99 1.63
0 0 0 0 0 0 0 0 0 0
173 1.73 1.72 1.72 1.72 1.29 1.80 1.06 1.06 1.06
58.6 42.6
31.0 22.0 15.6 14.0 11.6
14.2 10.5 11.8 10.5 8.71 6.58 8.00 3.32 3.01 2.56
3.53 3.56 3.00 3.01 3.03 2.91 2.69 2.33 2.35 2.37
1.74 1.77 1.69 1.70 1.72 1.34 1.62 1.07 1.09 1.11
13.0 9.46 9.90 8.79 7.24 8.82 6.29 5.20 4.65 3.88
5.14 5.80 4.24 3.76 3.13 2.98 3.64 1.71 1.55 1.32
4.1 4.2 4.0 4.0 4.1 3.1 4.4 2.5 2.5 2.5
0 0 0 0 0 0 0 0 0 0
LIGHT CHANNAL JIS G 3350 Dimensions mm HxAxC 450x75x75 400x75x75 350x50x50
t 6.0 4.5 6.0 4.5 4.5
SecUnit tional Weight Area kg/m cm2 34.82 27.3 26.33 20.7 31.82 25.0 24.08 18.9 19.58 15.4
Centre of Gravuty cm Cx Cy 0 1.19 0 1.13 0 1.28 0 1.21 0 0.75
Secondary Moment of Area cm4 lx ly 8100 122 6130 94.3 6230 120 4780 92.2 2750 27.5
Radius of Gyration of Area cm ix iy 15.5 1.87 15.6 1.89 14.0 1.94 14.1 1.96 11.9 1.19
Page 34
Modulus of Section cm3 Zx Zy 374 19.4 286 14.8 312 19.2 239 14.7 157 6.48
Centre of Shear cm Sx Sy 2.7 0 2.7 0 2.9 0 2.9 0 1.6 0
STEEL SECTION
300x50x50 250x75x75 250x50x50 200x75x75 200x50x50
150x75x75 150x50x50
120x40x40 100x50x50 100x10x40 80x40x40
4.0 4.5 4.0 6.0 4.5 4.0 6.0 4.5 4.0 3.2 6.0 4.5 4.0 4.5 3.2 2.3 3.2 3.2 2.3 3.2 2.3 2.3
17.47 17.33 15.47 22.82 15.08 13.47 19.82 12.83 11.47 9.263 16.82 12.83 11.47 10.58 7.663 5.576 6.063 6.063 4.426 5.423 3.966 3.506
13.7 13.6 12.1 17.9 11.8 10.6 15.6 10.1 9.00 7.27 13.2 10.1 9.00 8.31 6.02 4.38 4.76 4.76 3.47 4.26 3.11 2.75
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.73 0.82 0.80 1.66 0.91 0.88 1.87 2.08 1.00 0.97 2.15 2.08 2.06 1.20 1.14 1.10 0.94 1.40 1.36 1.03 0.99 1.00
2470 1850 1660 1940 1160 1050 1130 448 600 490 573 448 404 329 244 181 122 93.6 69.9 78.6 58.9 34.9
2478 26.8 24.1 107 25.9 23.3 101 71.4 2.2 8.2 1.9 1.4 4.2 2.8 6.9 2.5 8.43 14.3 11.1 7.99 5.96 5.56
11.9 10.3 10.4 9.23 8.78 8.81 7.56 5.91 7.23 7.28 5.84 5.91 5.93 5.58 5.64 5.69 4.48 3.93 3.97 3.81 3.85 3.16
Page 35
1.19 1.24 1.25 2.17 1.31 1.32 2.25 2.36 1.39 1.40 2.34 2.36 2.36 1.47 1.48 1.50 1.18 1.57 1.58 1.21 1.23 1.26
141 123 111 155 93.0 83.7 113 59.8 60.0 49.0 76.4 59.8 53.9 43.9 32.5 24.1 20.3 18.7 14.5 15.7 11.8 8.73
5.81 6.41 5.74 18.4 6.31 5.66 17.9 13.2 5.55 6.51 17.2 13.2 11.8 5.99 4.37 3.20 2.75 4.15 3.04 2.69 1.98 1.92
1.6 1.8 1.8 3.7 2.0 2.0 4.1 4.6 2.2 2.3 4.6 4.6 4.6 2.6 2.6 2.6 2.1 3.1 3.1 2.2 2.2 2.4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
STEEL SECTION 60x30x30 40x40x40 38x15x15 19x12x12 150x75x30 100x50x15 75x40x15 50x25x10 40x40x15
2.3 1.6 3.2 2.3 1.6 1.6 6.0 2.3 3.2 2.3 2.3 3..2
2.586 1.836 3.503 2.586 1.004 0.6039 14.12 3.621 3.823 2.816 1.781 2.703
2.03 1.44 2.75 2.03 0.788 0.474 11.1 2.84 3.00 2.21 1.40 2.12
0 0 0 0 0 0 6.33 3.91 3.91 3.01 1.97 1.46
0.86 0.82 1.51 1.46 0.40 0.41 1.56 0.94 0.80 0.81 0.54 1.14
11.2 10.3 9.21 7.13 2.04 0.32 4.06 46.4 21.0 20.8 5.59 5.71
2.27 1.64 5.72 3.54 0.20 0.08 56.4 4.96 3.93 3.12 0.79 3.68
2.34 2.37 1.62 1.66 1.42 0.72 5.36 3.58 2.34 2.72 1.77 1.45
lx 13.1 7.47
Secondary Moment of Area cm4 ly lu 13.1 21.3 7.47 12.1
0.94 0.95 1.28 1.17 0.45 0.37 2.00 1.17 1.01 1.05 0.67 1.17
4.72 3.45 4.60 3.57 1.07 0.33 46.9 7.12 4.68 4.63 1.84 2.24
1.06 0.75 2.30 1.39 0.18 0.11 9.49 1.22 1.23 0.98 0.40 1.29
1.8 1.8 3.0 3.0 0.8 0.8 2.2 1.2 1.2 1.2 0.7 1.4
ix 1.89 1.75
Radius of Gyration of Area cm iy iu 1.89 2.41 1.75 2.00
0 0 0 0 0 0 4.5 3.0 2.1 2.1 1.5 1.2
LIGHT ANGLE JIS G 3350 Dimensions mm AxB
t
60x60 50x50
3.2 3.2
SecUnit tional Weight Area kg/m cm2 3.672 2.88 3.032 2.38
Centre of Gravuty cm Cx Cy 1.65 1.65 1.40 1.40
Page 36
lv 5.03 2.83
iv 1.17 0.97
tan O 1.00 1.00
Modulus of Section cm3 Zx 3.02 2.07
STEEL SECTION
40x40 30x30 75x30
2.3 3.2 3.2 3.2
2.13 2.392 1.752 3.192
1.74 1.88 1.38 2.51
1.36 1.15 0.90 2.86
1.36 1.15 0.90 0.57
5.54 3.72 1.50 18.9
5.54 3.72 1.50 1.94
8.94 6.04 2.45 19.6
lx 93.6 69.9 31.6 14.3 3.86 26.8 20.7
Secondary Moment of Area cm4 ly lu 24.2 109 17.9 81.2 4.91 34.5 3.69 16.5 1.03 4.54 6.15 30.6 2.25 21.9
2.13 1.39 0.54 1.47
1.58 1.25 0.92 2.43
1.58 1.25 0.92 0.78
2.01 1.59 1.18 2.48
ix 3.93 3.97 2.82 2.34 1.52 2.91 2.77
Radius of Gyration of Area cm iy iu 2.00 4.24 2.01 4.28 1.11 2.94 1.19 2.53 0.79 1.65 1.40 3.11 0.913 2.85
0.98 0.76 0.56 0.62
1.00 1.00 1.00 0.198
1.52 1.30 0.71 4.07
LIGHT "Z" JIS G 3350 Dimensions mm HxAxB
t
100x50x50
3.2 2.3 3.2 2.3 2.3 2.3 2.3
75x30x30 60x30x30 40x20x20 75x40x30 75x30x20
SecUnit tional Weight Area kg/m cm2 6.063 4.76 4.426 3.47 3.983 3.13 2.586 2.03 1.666 1.31 3.161 2.48 2.701 2.12
Centre of Gravuty cm Cx Cy 5.00 4.84 5.00 4.88 3.75 2.84 3.00 2.88 2.00 1.88 3.49 3.13 3.44 2.09
lv 8.70 6.53 2.00 1.31 0.35 2.39 1.08
iv 1.20 1.21 0.71 0.71 0.46 0.865 0.613
LIGHT LIP "Z" JIS G 3350 Dimensions mm
Sec-
Unit
Centre of
Secondary Page 37
Radius of
tan O 0.427 0.423 0.313 0.430 0.443 0.394 0.245
Modulus of Section cm3 Zx 18.7 14.0 8.42 4.72 1.93 6.68 5.10
STEEL SECTION
HxAxC
t
10x50x20
3.2 2.3
tional Weight Area kg/m cm2 7.01 5.50 5.17 4.06
Gravuty cm Cx Cy 5 4.84 5 4.88
lx 107 80.7
Moment of Area cm4 ly lu 44.8 137 34.8 104
lv 14.7 11.4
ix 3.90 3.95
Gyration of Area cm iy iu 2.53 4.41 2.59 4.49
Secondary Moment of Area cm4 lx ly 20.9 14.7 15.3 10.5 19.4 11.4 14.2 8.21 20.9 35.9 13.8 17.1 6.08 5.40 4.56 3.87
Radius of Gyration of Area cm ix iy 2.19 1.83 2.23 1.84 2.17 1.66 2.20 1.68 1.88 2.46 1.88 2.10 1.43 1.35 1.47 1.35
Modulus of Section cm3 Zx Zy 6.20 3.68 4.56 2.62 5.88 3.26 4.41 2.35 7.36 7.19 5.39 4.28 2.58 1.80 1.95 1.29
Centre of Shear cm Sx Sy 0 4.1 0 4.2 0 4.5 0 4.6 0 3.6 0 3.5 0 2.8 0 2.9
LIGHT HAT JIS G 3350 Dimensions mm HxAxC
t
60x30x25
2.3 1.6 2.3 1.6 3.2 2.3 2.3 1.6
60x30x20 50x40x30 50x40x20 40x20x20
SecUnit tional Weight Area kg/m cm2 4.358 3.42 3.083 2.42 4.128 3.24 2.923 2.29 5.932 4.66 3.898 3.06 2.978 2.34 2.123 1.67
Centre of Gravuty cm Cx Cy 3.37 0 3.35 0 3.23 0 3.21 0 2.83 0 2.56 0 2.36 0 2.34 0
Page 38
iv 1.45 1.48
tan O 0.572 0.581
STEEL SECTION
LIGHT LIP "H" JIS G 3353 Height mm
Width mm
60 75 90
60 90 90
100
100
120
120
150 150 200 250 300
100 150 200 250 300
450
300
Length Thickness Thickness Cross of lip of web of flange Sectional mm mm mm Area cm 10 2.3 2.3 4.606 15 2.3 2.3 6.794 20 2.3 2.3 7.506 2.3 3.2 9.570 3.2 3.2 11.28 2.3 2.3 8.286 20 2.3 3.2 10.44 3.2 3.2 12.28 2.6 2.6 10.86 20 2.6 3.2 12.52 3.2 3.2 13.20 20 3.2 3.2 13.88 25 3.2 3.2 16.72 40 45 6.0 39.69 45 45 6.0 49.14 50 4.5 6.0 58.59 60 6.0 9.0 87.19 50 4.5 6.0 65.34
Unit Weight kg/m 3.61 5.35 5.96 7.51 8.90 6.50 8.20 8.90 8.52 9.83 10.3 10.1 13.1 31.2 38.6 46.0 68.4 51.3
Gekometrical Mo- Radius of Gyrat-
ment of Area cm4 ion of Area cm lx ly ix iy 30.4 14.1 2.57 1.75 71.2 50.4 3.24 2.70 111 59.3 3.82 2.79 144 79.4 3.88 2.88 204 103 4.24 2.99 155 75.9 4.41 3.12 197 103 4.51 3.32 204 103 4.24 2.99 291 138 5.18 3.56 344 167 5.25 3.64 352 167 5.15 359 511 104 6.30 2.84 701 330 6.47 4.45 2910 1480 8.56 6.10 5770 2810 10.8 7.57 10100 4780 13.1 9.03 14600 7480 12.9 9.26 24500 4780 19.4 8.55 Page 39
Modulus of Sect-
ion cm3 Zx Zy 10.1 4.72 19.0 11.2 24.6 13.2 32.1 17.6 40.8 20.7 30.5 15.2 39.6 20.7 40.8 20.7 48.5 23.1 57.4 27.8 58.6 27.8 68.1 20.8 93.4 44.1 291 148 461 225 671 318 972 499 1090 318
STEEL SECTION
60
LIGHT "H" JIS G 3353 Height mm
Width mm
100 100 125 125 125 150
60 100 60 100 125 75
150
100
190
150
175
90
200
100
200
125
6.0
9.0
96.19
75.5
36000
7480
8.82
1600
Unit Gekometrical Mo- Radius of Gyrat- Modulus of SectSectional Weight ment of inertia cm4 ion of Area cm mm ion cm3 Wep Flange Area cm2 kg/m lx ly ix iy Zx Zy 3.2 4.5 8.312 6.52 143 16.2 4.15 1.50 28.7 5.41 3.2 4.5 11.91 9.35 225 75.0 4.35 2.51 45.1 15.0 3.2 4.5 9.112 7.15 238 16.2 5.11 1.34 38.0 5.41 3.2 4.5 12.71 9.98 368 7500 5.38 2.43 59.0 15.0 3.2 4.5 14.96 11.7 450 14.7 5.50 3.13 72.0 23.4 3.2 4.5 11.26 8.84 432 31.7 6.19 1.68 57.6 8.45 3.2 6.0 13.42 10.5 537 42.2 6.33 1.77 71.6 11.3 3.2 4.5 13.51 10.6 551 75.0 6.39 2.36 73.5 15.0 3.2 6.0 16.42 12.9 693 100 6.50 2.47 92.3 20.0 3.2 4.5 18.01 14.1 789 25.3 6.62 3.75 105 33.8 3.2 6.0 22.42 17.6 1000 338 6.69 3.88 134 45.0 3.2 4.5 13.41 10.5 711 54.7 7.28 2.02 81.2 12.2 3.2 4.5 15.11 11.9 1050 75.1 8.32 2.23 105 15.0 3.2 6.0 18.02 14.1 1310 100 8.52 2.36 131 20.0 4.5 6.0 20.46 16.1 1380 100 8.21 2.21 138 20.0 3.2 6.0 21.02 16.5 1590 195 8.70 3.05 158 31.3 Thickness
Cross
19.3
Page 40
499
STEEL SECTION
200
150
200 200
175 200
250 250
100 125
250
150
250 250 250 300 300
150 175 250 125 150
300
175
3.2 3.2 4.5 3.2 6.0 3.2 4.5 3.2 4.5 4.5 3.2 4.5 4.5 6.0 6.0 4.5 3.2 4.5 4.5 4.5 4.5
4.5 6.0 6.0 6.0 9.0 4.5 9.0 4.5 6.0 9.0 4.5 6.0 9.0 9.0 9.0 9.0 4.5 6.0 9.0 6.0 9.0
19.61 24.02 26.46 27.02 46.92 16.71 28.44 18.96 25.71 32.94 21.21 28.71 37.44 45.42 58.92 35.19 22.81 30.96 39.69 33.96 44.19
15.4 18.9 20.8 21.2 36.8 13.1 22.3 14.9 20.2 25.9 16.6 22.5 29.4 35.7 46.3 27.6 17.9 24.3 31.2 26.7 34.7
1480 1870 1940 2150 3590 1730 3080 2070 2740 3740 2410 3190 4390 5200 7160 5610 3600 4790 6560 5430 7510
153 338 338 536 1200 75.1 150 147 195 293 253 338 506 804 2340 293 253 238 506 536 804
8.69 8.83 8.57 8.93 8.74 10.2 10.4 10.4 10.3 10.7 10.7 10.5 10.8 10.7 11.0 12.6 12.6 12.4 12.9 12.5 13.0
Page 41
3.59 3.75 3.57 4.45 5.06 2.12 2.30 2.78 2.76 2.98 3.45 3.43 3.68 4.21 6.31 2.89 3.33 3.30 3.57 3.97 4.27
148 187 194 215 359 138 247 166 219 299 193 255 351 416 573 374 240 319 437 362 501
33.8 45.0 45.0 61.3 120.0 15.0 30.0 23.5 31.3 46.9 33.8 45.0 67.5 91.9 188 46.9 23.8 45.0 67.5 61.3 91.9
STEEL SECTION
350
175
400
200
450
200
450
200
4.5 4.5 4.5 4.5 6.0 6.0 4.5 6.0 6.0
6.0 9.0 6.0 9.0 9.0 12.0 9.0 12.0 12.0
Chemical Composition Classification
Notation
Class 2 Class 3 Class 4
SS41 SS50 SS55
36.21 46.44 41.46 53.19 58.92 70.56 55.44 73.56 85.56
28.4 36.5 32.5 41.8 46.3 55.4 43.5 57.7 67.2
7660 10500 11500 15900 16500 20700 20500 26900 32600
536 804 800 1200 1200 1600 1200 1600 3130
14.6 15.1 16.7 17.3 16.8 17.1 19.2 19.1 19.5
3.85 4.16 4.39 4.75 4.51 4.76 4.65 4.66 6.04
438 602 575 793 827 1040 912 1200 1450
61.3 91.9 80.0 120 120 160 120 160 250
Chemical composition,% Applications C Mn P S 0.050 0.050 Steel plate,steel strip, flst steel and shape steel max. max. 0.30 1.60 0.040 0.040 Steel plate,steel strip, flst steel, steel bar and shapes max. max. max. max. steel of not more that 40mm in thinkness, dimeter, size or width across flats
Mechanical properties Yield point or yieldstrength Tensile
Tension test
Page 42
Elongation
Bending test Angle Inside Test
STEEL SECTION
Classifica Notation kg/mm2 strength, -tion Thickness, diameter, side or kg/mm2 width across flats ,mm 16& over16to over 40 under 40&under
Class 2
Class 3
SS41
SS50
25 min. 24 min. 22 min.
29 min. 28 min. 26 min.
Dimension of steel,mm
5 & under in thickness of steel plate, strip, flat steel & shape steel Over 5 to 16 in thickness of steel plate strip,flats steel and shape steel 41-52 Over 16 in thickness of steel plate, flat steel and shape steel Over 40 in thickness of steel plate, flat steel and shape steel 25 & under in dia., of steel bar, side or width across flats Over 25 in dia., of steel bar, side width across flats 5 & under in thickness of steel plate, strip, flat steel and shape steel Over 5 to 16 in thickness of steel plate,strip,flat steel & shape steel 50-65 Over 16 in thickness of steel plate. Page 43
Test piece
%
No.5
21 min.
No.1
18 min.
No.1
21 min.
No.4
23 min.
No.2
20 min.
No.3
24 min.
No.5
19 min.
No.1
16 min.
No.1
19 min.
of bend
80ํํ
180ํํ
radius
piece
1.5 times thickness
No.1
1.5 times dia.or width across flats No.2
2.0 times thickness
No.1
STEEL SECTION
Class 4
SS55
41 min. 40 min.
Chemical Composition Classification
Notation
A
SM41A
strip, flat steel and shape steel Over 40 in thickness of steel plate, flat steel and shape steel 25 & under in dia., side or width across flats of steel bar Over 25 in dia.,side or width across falts of steel bar 5 & under in thickness of steel plate, strip.lfat steel and shape steel Over 5 to 16 in thickness of steel plate,strip.flst steel and shape steel 55 min. Over 16 in thickness of steel strip.flat steel and shape steel 25 & under in dia.,side or width across flats of steel bar Over 25 in dia.,side or width across flats of steel bar
Chemical composition,%
C 0.23 max. for thickness 50 mm & under;
Page 44
Si -
No.4
21 min.
No.2
18 min.
No.3
21 min.
No.5
16 min.
No.1
14 min.
No.1
17 min.
No.2 No.3
Mn P 2.5x 0.040
13 min. 17 min.
S 0.040
180ํํ
180ํํ
180ํํ
2.0 times dia.or width across flats No.2
2.0 times thickness
No.1
2.0 times dia.or width across flats No.2
STEEL SECTION
Class 1
Class 2
Class 3 Class 4
B
SM41B
A
SM50A
B
SM50B
A B B
SM50YA SM50YB SM53B
0.25 max. for thickness over 50 mm to 100mm 0.20 max. for thickness 50 mm & under; 0.22 max. for thickness over 50 mm to 100mm 0.20 max. for thickness 50 mm & under; 0.22 max. for thickness over 50 mm to 100mm 0.18 max. for thickness 50 mm & under; 0.20 max. for thickness over 50 mm to 100mm 0.20 max. for thickness 50 mm & under; 0.20 max. for thickness 50 mm & under;
C min. min. max. 0.35 0.60- 0.040 0.60max. 1.20 max. max. 0.55 1.50 0.040 0.040 max. max. max. max. 0.55 1.50 0.040 0.040 max. max. max. max. 0.55 1.50 0.040 0.040 max. max. max. max. 0.55 1.50 0.040 0.040 max. max. max. max.
Mechanical Properties Classifi -cation
Class 1
Tension test Notation Yield point or yield strength,kg/mm2 Tensile Eiongation Thickness of steel, mm strength, Thickness of steel, Test 16 and over 16 over 40 kg/mm2 mm piece under to 40 5 & under No.5 SM41 25 min. 24 min. 22 min. 41-52 Over 5 to 16 No.1 Over 16 No.1 Over 40 No.4 Page 45
% 23 min. 19 min. 22 min. 24 min.
Bending test Angle Inside Test of radius piece bend
180ํํ
1.0 times No.1 thickness
STEEL SECTION
Class 2
SM50
33 min. 32 min.
30 min.
50-62
Class 3
SM50Y 37 min. 36 min.
34 min.
50-62
Class 4
SM53
34 min.
53-65
37 min. 36 min.
Chemical Composition
5 & under Over 5 to 16 Over 16 Over 40 5 & under Over 5 to 16 Over 16 Over 40 5 & under Over 5 to 16 Over 16 Over 40
No.5 No.1 No.1 No.4 No.5 No.1 No.1 No.4 No.5 No.1 No.1 No.4
22 min. 18 min. 21 min. 23 min. 19 min. 16 min. 19 min. 21 min. 19 min. 16 min. 19 min. 21 min.
180ํํ
1.5 times No.1 thickness
180ํํ
1.5 times No.1 thickness
180ํํ
1.5 times No.1 thickness
Classifica Notation Chemical composition,% Other eiements -tion C Si Mn S P Cu Cr Class 1 SMA41 0.20max. 0.35max. 1.40max. 0.040max. 0.040max. 0.20-0.60 0.20-0.65 A.B.C. SMA50 One or more of the follow Class 2 A.B.C. 0.19max. 0.75max. 1.40max. 0.040max. 0.040max. 0.20-0.70 0.30-1.20 -ing element Mo, Nb, Ni Ti,V and Zr shall be added. One or more of the follow Class 3 SMA58 0.19max. 0.75max. 1.40max. 0.040max. 0.040max. 0.20-0.70 0.30-1.20 -ing element Mo, Nb, Ni,Ti Page 46
STEEL SECTION
V and Zr shall be added. Mechanical Properties
Classifi -cation
Class 1
Class 2
Class 3
Classifi -cation
Tension test Yield point or yield strangth,kg/mm2 Tensile Elongation Thickness of steel,mm strangth, Thickness of steel, 16&under Over 16 Over 40 kg/mm2 mm to 40 16 & under 25 min. 24 min. 22 min. 41-52 Over 16 Over 40 16 & under 37 min. 36 min. 3437 min. 50-62 Over 16 Over 40 16 & under 47 min. 46 min. 44 min. 58-73 Over 16 Over 20 Bend test Bend Inside angle radius
Test piece
Impact test Notation Test Charpy temp. absorbed Cํํ energy,
Test piece
%
No.1 No.1 No.4 No.1 No.1 No.4 No.5 No.5 No.4
19 min. 22 min. 24 min. 16 min. 19 min. 21 min. 19 min. 26 min. 20 min.
Test piece
Page 47
STEEL SECTION
Class 1
Class 2
Class 3
180ํํ
1.0 times thickness
180ํํ
1.5 times thickness
No.1
180ํํ
1.5 times thickness
No.1
No.1
A B C A B C -
0
kg-m 2.8 min. 4.8 min.
0
2.8 min. No.4 in direction 4.8 min. of rolling
-5
4.8 min.
Dimensional Tolerances of Hot Rolled Steel Sections (JIS G 9192-1966)
Height (H)
(t2) Thickness
Division Side (B) Nominal height less than 400mm 400mm to less than 600mm 600mm & over less than 16mm 16mm to less than 25mm 25mm to less than 40mm 40mm & over
Tolerances 3.0mm + 3.0mm + 4.0mm + 5.0mm + 1.5mm + 2.0mm + 2.5mm + 3.0mm Page 48
Application
STEEL SECTION
(t1)
Length
Out-of-square (T)
Camber and sweep Wep off center (S)
less than 16mm 16mm to less than 25mm 25mm to less than 40mm 40mm & over 7m & under Over 7m
Nominal height 300mm & under
+ 1.0mm + 1.5mm + 2.0mm + 2.5mm + 40mm 0 Add 5mm to plus side tolerrance above for every increment of 1m or fragment in length 1.2% max.x side B, or 2.0mm at minimum
Nominal height in excess of 300mm
1.5% max.x side B, or 2.0mm at minimum
Nominal height 300mm & under Nominal height in excess of 300mm Nominal height 300mm & under Nominal height in excess of 300mm Ends out-of-square (e)
0.2% max.x length 0.1% max.x length + 3.0mm + 4.5mm 1.6% max.x (side B, or hight H), or 3.0mm at minimum
Dimensional Tolerances of H Type steel Piles (JIS A 5526-1963) Page 49
Appiy to major vertical and lateral bend
STEEL SECTION
Item Wep height Flange width
Thickness
Length
Out-of-square
Ends out-of-square
Dimensional tolerance -3.2mm + not specified -5.0mm not exceeding 13mm + not specified 0.8mm exceeding 13mm + not specified -6% + not specified -0 Out - of - square is measured by T + T' of section at the end, and the tolerance shall be under 6.5 mm when 'the web height is 300mm or under, and under, 8.0mm when the web height is over 300mm. Ends out - of - square measured by e. and the tolerance shall be 1.6mm or under per 100mm of web height or flange width.
Wide Flange Shapes (Inch Series)
Page 50
Remarks Measured over center of wep Measured in parallel to flange
STEEL SECTION
Section Index
36ํํ WF 36x16-1/2
36WF 36x12
33WF 33x15-3/4
lbs/ft 300 280 260 245 230
kg/m 446.4 416.7 389.9 364.6 342.3
Depth of Section (A) in mm 36.72 933 36.5 927 36.24 920 36.06 916 35.88 911
194 182 170 160 150 135
288.7 270.8 253.0 238.1 223.2 200.9
36.48 36.32 36.16 36.00 35.84 35.55
927 923 918 914 910 903
12.117 12.072 12.027 12.000 11.972 11.945
308 307 305 305 304 303
0.770 0.725 0.680 0.653 0.625 0.598
19.56 18.42 17.27 16.59 15.88 15.19
1.260 1.180 1.100 1.020 0.940 0.794
32.00 29.97 27.94 25.91 23.88 20.17
0.80 0.80 0.80 0.80 0.80 0.80
20.3 20.3 20.3 20.3 20.3 20.3
57.11 53.54 49.98 47.09 44.16 39.70
368.5 345.4 322.5 303.8 284.9 256.1
240 220 200
357.2 327.4 297.6
33.50 33.25 33.00
851 845 838
15.865 15.810 15.750
403 402 400
0.830 0.775 0.715
21.08 19.69 18.16
1.400 1.275 1.150
35.56 32.39 29.21
0.96 0.96 0.96
24.4 24.4 24.4
70.52 64.73 58.79
455.0 417.6 379.3
152
226.2
33.50
851
11.565
294
0.635
16.13
1.055
26.80
0.75
19.0
44.71
288.5
Weight
Flange Width (B) in mm 16.655 423 16.595 422 16.555 421 16.512 419 16.475 418
Web Thickness (t1) in mm 0.945 24.00 0.885 22.48 0.845 21.46 0.802 20.37 0.765 19.43
Flange Thickness (t2) in mm 1.680 42.67 1.570 39.88 1.440 36.58 1.350 34.29 1.260 32.00
in 1.02 1.02 1.02 1.02 1.02
mm 25.9 25.9 25.9 25.9 25.9
in2 88.17 32.32 76.56 72.03 67.73
mm2 568.8 531.1 493.9 467.7 437.0
Page 51
Corner Radius
Sectional Area
STEEL SECTION
33ํํ WF 33x11-1/2
30ํํ WF 30x15
30ํํ WF 30x10-1/2
27ํํ WF 27x14
27ํํ WF 27x10
141 130 118
209.8 193.5 175.6
33.31 33.10 32.86
846 841 835
11.535 11.510 11.484
293 292 292
0.605 0.580 0.554
15.37 14.73 14.07
0.960 0.855 0.738
24.38 21.72 18.74
0.75 0.75 0.75
19.0 19.0 19.0
41.51 38.26 34.71
267.8 246.8 223.9
210 190 172
312.5 282.8 256.0
30.38 30.12 29.88
772 765 759
15.105 15.040 14.985
384 382 381
0.775 0.710 0.655
19.69 18.03 16.64
1.315 1.185 1.065
33.40 30.10 27.05
0.91 0.91 0.91
23.1 23.1 23.1
61.78 55.90 50.65
398.6 360.6 326.8
132 124 116 108 99
196.4 184.5 172.6 160.7 147.3
30.30 30.16 30.00 29.82 29.64
770 766 762 757 753
10.551 10.521 10.500 10.484 10.458
268 267 267 266 266
0.615 0.585 0.564 0.548 0.522
15.62 14.86 14.33 13.92 13.26
1.000 0.930 0.850 0.760 0.670
25.40 23.62 21.59 19.30 17.02
0.70 0.70 0.70 0.70 0.70
17.8 17.8 17.8 17.8 17.8
38.83 36.45 34.13 31.77 29.11
250.5 235.2 220.2 205.0 187.8
177 160 145
263.4 238.1 215.8
27.31 27.08 26.88
694 688 683
14.090 14.023 13.965
358 356 355
0.725 0.658 0.600
18.42 16.71 15.24
1.190 1.075 0.975
30.23 27.31 24.77
0.86 0.86 0.86
21.8 21.8 21.8
52.10 47.04 42.68
336.1 303.5 275.4
114 102 94 84
169.7 151.8 139.9 125.0
27.28 27.07 26.91 26.69
693 688 684 678
10.070 10.018 9.990 9.963
256 254 254 253
0.570 0.518 0.490 0.463
14.48 13.16 12.45 11.76
0.932 0.827 0.747 0.636
23.67 21.01 18.97 16.15
0.64 0.64 0.64 0.64
16.2 16.2 16.2 16.2
33.53 30.01 27.65 24.71
216.3 193.6 178.4 159.4
Page 52
STEEL SECTION
Note: Size indicated by blue letters are not included in regular rolling schedules.
Jx in4 20,290.2 18,819.3 17,233.8 16,092.2 14,988.4
Moment of Inertia Jy cm4 in4 844600 1,225.2 783400 1,127.5 717400 1,020.6 669900 944.7 623900 870.9
cm4 46.730 46.320 45.880 45.560 45.250
ix in 15.17 15.12 15.00 14.95 14.88
Radius of Gyration iy cm in 38.53 3.73 38.40 3.70 38.10 3.65 37.97 3.65 37.80 3.59
cm 9.47 9.40 9.27 9.19 9.12
Zx in3 1,105.1 1,031.2 951.1 892.5 835.5
Modulus of Section Zy cm3 in3 18,112.6 147.1 16,901.4 135.9 15,588.5 123.3 14,628.1 114.4 13,693.8 105.7
cm3 2,410.9 2,227.4 2,020.9 36"WF 1,875.0 36x16-1/2 1,732.4
10,876.4 10,181.5 9,491.4 8,867.0 8,242.5 7,188.6
96.1 890.0 819.5 752.3 685.1 568.7
12,103.4 11,281.5 10,470.0 9,738.8 9,012.1 7,796.1
503800 469600 435800 405400 375200 324500
355.4 327.7 300.6 275.4 250.4 207.1
14.790 13.640 12.510 11.460 10.420 8.621
14.56 14.52 14.47 14.38 14.29 14.01
36.98 36.88 36.75 36.52 36.30 35.58
2.49 2.47 2.45 2.42 2.38 2.28
6.32 6.27 6.22 6.15 6.04 5.79
663.6 621.2 579.1 541.0 502.9 438.6
13,585.1 12,312.1 11,048.2
565500 512500 459900
874.3 36.400 782.4 32.570 691.7 28.790
13.88 13.79 13.71
35.26 35.03 34.82
3.52 3.48 3.43
8.94 8.84 8.71
811.1 13,293.9 10.2 740.6 12,138.4 99.0 669.6 0.974.7 87.8
Page 53
58.7 54.3 50.0 45.9 41.8 34.7
Section Index
36"WF 36x12
1,806.2 1,622.6 33"WF 1,439.0 33x15-3/4
STEEL SECTION
8,147.6 7,442.2 6,699.0 5,886.9
339200 309800 278900 245100
256.1 229.7 201.4 170.3
10.660 9.562 8.384 7.089
13.50 13.39 13.23 13.02
34.29 34.01 33.60 33.07
2.39 2.35 2.29 2.22
6.07 5.97 5.82 5.64
486.4 446.8 404.8 358.3
9,872.4 8,825.9 7,891.5
410100 367400 328500
707.9 29.470 624.6 26.000 550.1 22.900
12.64 12.57 12.48
32.10 31.93 31.70
3.38 3.34 3.30
8.58 8.48 8.38
649.9 10.651.9 93.7 586.1 9.606.2 83.1 528.2 8.657.2 73.4
1,535.7 1,362.0 30"WF 1,203.0 30x15
5,753.1 5,347.1 4,919.1 4,461.0 3,988.6
239500 222600 204800 185700 166000
185.0 169.7 153.2 135.1 116.9
7.701 7.064 6.377 5.624 4.866
12.17 12.11 12.00 11.85 11.70
30.91 30.76 30.48 30.10 29.72
2.18 2.16 2.12 2.06 2.00
5.54 5.49 5.38 5.23 5.08
379.7 354.6 327.9 299.2 269.1
6.223.3 5811.9 5.374.3 4.903.9 4.410.5
35.1 32.3 29.2 25.8 22.4
575.3 529.4 478.6 30"WF 422.9 30x10-1/2 367.1
6,728.6 6,018.6 5,414.3
280100 250500 225400
518.9 21.600 458.0 19.060 406.9 16.940
11.36 11.31 11.26
28.85 28.73 28.60
3.16 3.12 3.09
8.03 7.92 7.85
492.8 8.077.0 444.5 7.285.4 402.9 6.603.5
73.7 65.3 58.3
1,207.9 1,070.3 27"WF 955.5 27x14
4,080.5 3,604.1
169900 150000
149.6 6.228 129.5 5.391
11.03 10.96
28.02 27.83
2.11 2.08
5.36 5.28
299.2 4.903.9 266.3 4.634.7
29.7 25.9
486.8 424.5
Page 54
7.972.1 7.323.0 6.634.7 5.872.5
44.3 39.8 35.0 29.7
726.1 652.3 33"WF 573.7 33x11-1/2 486.6
27"WF
STEEL SECTION
3,266.7 2,824.8
136000 117600
115.1 4.791 95.7 3.984
10.87 10.69
27.61 27.15
2.04 1.97
5.18 5.00
242.8 3.979.5 211.7 3.469.8
23.0 19.2
377.0 314.7
27x10
Wide Flange Shapes (Inch Series) - Continued Section Index
24"WF 24x14
24"WF
24"WF
lbs/ft 160 145 130
kg/m 238.1 215.8 193.5
Depth of Section (A) in mm 24.72 628 24.49 622 24.25 616
120 110 100
178.6 163.7 148.8
24.31 24.16 24.00
617 614 610
12.088 12.042 12.000
307 306 305
0.556 0.510 0.468
14.12 12.95 11.89
0.930 0.855 0.775
23.62 21.72 19.69
0.70 0.70 0.70
17.8 17.8 17.8
35.29 32.36 29.43
227.7 208.8 189.9
94 84 76 68
139.9 125.0 113.1 101.2
24.29 24.09 23.91 23.71
617 612 607 602
9.061 9.015 8.985 8.961
230 229 228 228
0.516 0.470 0.440 0.416
13.11 11.94 11.18 10.57
0.872 0.772 0.682 0.582
22.15 19.61 17.32 14.78
0.54 0.54 0.54 0.54
13.8 13.8 13.8 13.8
27.63 24.71 22.37 20.00
178.3 159.4 144.3 129.0
Weight
Flange Width (B) in mm 14.091 358 14.043 357 14.000 356
Web Thickness (t1) in mm 0.656 16.66 0.608 15.44 0.565 14.35
Flange Thickness (t2) in mm 1.135 28.83 1.020 25.91 0.900 22.86
in 0.70 0.70 0.70
mm 17.8 17.8 17.8
in2 47.04 42.62 38.21
mm2 303.5 275.0 246.5
Page 55
Corner Radius
Sectional Area
STEEL SECTION
24"WF
24"WF
24"WF
24"WF
24"WF
142 127 112
211.3 189.0 166.7
21.46 21.24 21.00
545 539 533
13.132 13.061 13.000
334 332 330
0.659 0.588 0.527
16.74 14.94 13.39
1.095 0.985 0.865
27.81 25.02 21.97
0.65 0.65 0.65
16.5 16.5 16.5
41.76 37.34 32.93
269.4 240.9 212.5
96 82
142.9 122.0
21.14 20.86
537 530
9.038 8.962
230 228
0.575 0.499
14.61 12.67
0.935 0.795
23.75 20.19
0.65 0.65
16.5 16.5
28.21 24.10
182.0 155.5
73 68 62 55
108.6 101.2 92.27 81.85
21.24 21.13 20.99 20.80
539 537 533 528
8.295 8.270 8.240 8.215
211 210 209 209
0.455 0.430 0.400 0.375
11.56 10.92 10.16 9.52
0.740 0.685 0.615 0.522
18.80 17.40 15.62 13.26
0.54 0.54 0.54 0.54
13.7 13.7 13.7 13.7
21.46 20.02 18.23 16.18
138.5 129.2 117.6 104.4
114 105 96
169.7 156.3 142.9
18.48 18.32 18.16
469 465 461
11.833 11.792 11.750
301 300 298
0.595 0.554 0.512
15.11 14.07 13.00
0.991 0.911 0.831
25.17 23.14 21.11
0.60 0.60 0.60
15.2 15.2 15.2
33.51 30.86 28.22
216.2 199.1 182.1
85 77 70 64
126.5 114.6 104.2 95.24
18.32 18.16 18.00 17.87
465 461 457 454
8.838 8.787 8.750 8.715
224 223 222 221
0.526 0.475 0.438 0.403
13.36 12.07 11.13 10.24
0.911 0.831 0.751 0.686
23.14 21.00 19.08 17.42
0.60 0.60 0.60 0.60
15.2 15.2 15.2 15.2
24.97 22.63 20.56 18.80
161.1 146.0 132.6 121.3
Page 56
STEEL SECTION
24"WF
60 55 50 45
89.25 81.89 74.41 66.97
18.25 18.12 18.00 17.86
464 460 457 454
7.558 7.532 7.500 7.477
192 191 191 190
0.416 0.390 0.358 0.335
10.57 9.91 9.09 8.51
0.695 0.630 0.570 0.499
17.65 16.00 14.48 12.67
0.43 0.43 0.43 0.43
10.9 10.9 10.9 10.9
Note: Size indicated by blue letters are not included in regular rolling schedules.
in4 5.110.3 4.561.0 4009.5
Moment of Inertia Jx Jy cm4 in4 cm4 212.700 429.6 20.510 189.900 434.3 18.080 166.900 375.2 15.620
in 10.42 10.34 10.24
Radius of Gyration ix iy cm in 26.47 3.23 26.26 3.19 26.01 3.13
cm 8.20 8.10 7.95
Modulus of Section Section Zx Zy Index in3 cm3 in3 cm3 413.5 6.777.3 69.9 1.145.7 372.5 6.105.3 61.8 1.012.9 24" WF 330.7 5.420.2 53.6 878.5 24x14
3.635.3 3.315.0 2.987.3
151.300 138.000 124.400
254.0 229.1 203.5
10.570 9.537 8.471
10.15 10.12 10.08
25.78 25.70 25.60
2.68 2.66 2.63
6.81 6.76 6.68
299.1 4.902.2 274.4 4.497.4 248.9 4.079.5
42.0 38.0 33.9
688.4 622.8 555.6
2.683.0 2.364.3 2.096.4 1.814.5
111.700 98.420 87.270 75.530
102.2 88.3 76.5 63.8
4.254 3.676 3.184 2.656
9.85 9.78 9.68 9.536
25.02 24.84 24.59 24.21
1.92 1.89 1.85 1.79
4.88 4.80 4.70 4.55
220.9 196.3 175.4 153.1
22.6 19.6 17.0 14.2
370.4 321.2 278.6 232.7
Page 57
3.620.6 3.217.4 2.874.8 2.590.3
24" WF 24x12
24" WF 24x9
17.64 16.19 14.71 13.24
113.8 104.5 94.9 85.4
STEEL SECTION
3.403.1 3.017.2 2.620.6
141.700 125.600 109.100
385.9 338.6 289.7
16.060 14.100 12.060
9.03 8.99 8.92
22.94 22.83 22.66
3.04 3.01 2.96
7.75 7.64 7.52
317.2 5.198.9 284.1 4.656.4 249.6 4.090.9
58.8 51.8 44.6
963.7 849.0 731.0
2.088.9 1.752.4
86.960 72.950
109.3 89.6
4.550 3.730
8.60 8.53
21.84 21.67
1.97 1.93
5.00 4.90
197.6 3.238.7 168.0 2.753.5
24.2 20.0
396.6 327.8
1.600.3 1.478.3 1.326.8 1.140.7
66.620 61.540 55.230 47.490
66.2 60.4 53.1 44.0
2.756 2.514 2.210 1.832
8.64 8.59 8.53 8.40
21.94 21.82 21.67 21.34
1.76 1.74 1.71 1.65
4.47 4.42 4.34 4.19
150.7 39.9 126.4 109.7
2.470.0 2.293.0 2.071.7 1.798.0
16.0 14.6 12.9 10.7
262.2 239.3 21"WF 211.4 21x8-1/4 175.4
2.033.8 1.852.5 1.674.7
84.660 77.120 69.710
255.6 231.0 206.8
10.640 9.616 8.609
7.79 7.75 7.70
19.79 19.68 19.56
2.76 2.73 2.71
7.10 6.93 6.88
220.1 3.607.4 202.2 3.314.0 184.4 3.022.3
43.2 39.2 35.2
708.0 642.5 18" WF 576.9 18x11-3/4
1.429.9 1.286.8 1.153.9 1.045.8
59.520 53.570 48.030 43.530
99.4 88.6 78.5 70.3
4.138 3.688 3.268 2.926
7.57 7.54 7.49 7.49
19.23 19.15 19.02 18.95
2.00 1.98 1.95 1.93
5.08 5.03 4.95 4.90
156.1 141.7 128.2 117.0
22.5 20.2 17.9 16.1
368.8 331.1 18" WF 293.4 18x8-3/4 263.9
Page 58
2.558.5 2.322.5 2.101.2 1.917.6
21" WF 21x13
21" WF 21x9
STEEL SECTION
984.0 889.9 800.6 704.5
40.960 37.040 33.330 29.330
47.1 42.0 37.2 31.9
1.961 1.748 1.548 1.328
7.47 7.41 7.38 7.30
18.97 18.82 18.74 18.54
1.63 1.16 1.59 1.55
4.14 4.09 4.04 3.94
107.8 98.2 89.0 78.9
1.766.8 1.609.5 1.458.7 1.293.2
12.5 11.1 9.9 8.5
204.9 181.9 18" WF 162.3 18x7-1/2 139.3
Wide Flange Shapes (Inch Series) - Continued Section Index
16" WF 16x11-1/2 16" WF 16x8-1/2
16" WF
lbs/ft 96 88
kg/m 142.9 131.0
Depth of Section (A)] in mm 16.32 451 16.16 410
78 71 64 58
116.1 105.7 95.24 86.31
16.32 16.16 16.00 15.86
415 410 406 403
8.586 8.543 8.500 8.464
218 218 216 215
0.529 0.486 0.443 0.407
13.44 12.34 11.25 10.34
0.875 0.795 0.715 0.645
22.23 20.19 18.16 16.38
060 060 060 060
15.2 15.2 15.12 152
22.92 20.86 18.70 17.04
147.9 134.6 121.3 109.09
50 45
70.41 66.97
16.25 16.12
413 409
7.073 7.039
180 179
0.380 0.346
9.65 8.79
0.628 0.563
15.95 14.30
0.43 0.43
10.9 10.9
14.70 13.24
94.8 85.4
Weight
Flange Width (B) in mm 11.533 293 11.502 292
Web Thickness (t1) in mm 0.535 13.59 0.504 12.8
Web Thickness (t2) in mm 0.875 22.23 0.795 20.19
in 0.60 060
mm 15.2 15.2
in2 28.22 25.87
mm2 182.1 167.0
Page 59
Corner Radius
Sectional Area
STEEL SECTION
16x7
14" WF 14x16
40 36
59.53 53.57
16.00 15.85
406 403
7.000 6.992
178 178
0.307 0.299
7.80 7.59
0.503 0.428
12.78 10.87
0.43 0.43
10.9 10.9
11.77 10.59
75.9 68.3
426 398 370 342 *320 314 287 264 246 237 228 219 211 202 193 184 176 167 158
634.0 592.3 550.6 509.0 476.2 467.3 427.1 392.9 366.1 352.7 339.3 325.9 314.0 300.6 287.2 273.8 261.9 248.5 235.1
18.69 18.31 15.94 17.56 16.81 17.19 16.81 16.50 16.25 16.12 1600 15.87 15.75 15.63 15.50 15.38 15.25 15.12 15.00
475 465 456 446 427 437 427 419 413 409 406 403 400 397 394 391 387 384 381
16.695 16.590 16.475 16.365 16.710 16.235 16.130 16.025 15.945 15.910 15.865 15.825 15.800 15.750 15.710 15.660 15.640 15.600 15.550
424 421 418 416 424 412 410 407 405 404 403 402 401 400 399 398 397 396 395
1.875 1.770 1.655 1.545 1.890 1.415 1.310 1.205 1.125 1.090 1.045 1.005 0.980 0.930 0.890 0.840 0.820 0.780 0.730
47.63 44.96 42.04 39.24 48.01 35.94 33.27 30.61 28.58 27.69 26.54 25.53 24.89 23.62 22.61 21.34 20.83 19.81 18.54
3.033 2.843 2.658 2.468 2.093 2.283 2.093 1.938 1.813 1.748 1.688 1.623 1.563 1.503 1.438 1378 1.313 1.248 1.188
77.04 72.21 67.51 62.69 53.16 57.99 53.16 49.23 46.05 44.40 42.88 41.22 39.70 38.18 36.53 35.00 33.35 31.70 30.18
0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2
152.25 116.98 108.78 100.59 94.12 92.30 84.37 77.83 72.33 69.69 67.06 64.36 62.07 59.39 56.73 54.07 51.73 46.47 46.47
808.1 754.7 701.8 649.0 607.2 595.5 544.3 500.8 466.6 449.6 432.6 415.2 400.5 383.2 366.0 348.8 337.7 316.7 299.8
Page 60
STEEL SECTION
14" WF 14x14-1/2
150 142
223.2 211.3
14.88 14.75
378 375
15.515 15.500
394 394
0.695 0.680
17.65 17.27
1.128 1.063
28.65 27.00
0.60 0.60
15.2 15.2
44.08 41.85
284.4 270.0
136 127 119 111 103 95 87
202.4 189.0 177.1 165.2 153.3 141.4 129.5
14.75 14.62 14.50 14.37 14.25 14.12 14.00
375 371 368 365 362 359 356
14.740 14.690 14.650 14.620 14.575 14.545 14.500
374 373 372 371 370 369 368
0.660 0.610 0.570 0.540 0.495 0.465 0.420
16.76 15.49 14.48 13.72 12.57 11.81 10.67
1.063 0.998 0.938 0.873 0.813 0.748 0.688
27.00 25.35 23.83 22.17 20.65 19.00 17.48
0.60 0.60 0.60 0.60 0.60 0.60 0.60
15.2 15.2 15.2 15.2 15.2 15.2 15.2
39.98 37.33 34.99 32.65 30.28 27.94 25.56
257.9 240.8 225.7 210.6 195.2 180.3 164.9
Note : * Column Core Section Moment of Inertia Jx Jy in4 cm4 in4 cm4 1.355.1 56,410 207.0 8,625 1.222.6 50,890 1852 7,710
Radius of Gyration ix iy in cm in cm 6.93 17.60 2.71 6.88 6.87 17.45 6.27 6.78
Modulus of Section Section Zx Zy Index in3 cm3 in3 cm3 166.1 2,722.4 35.9 588.4 16" WF 151.3 2,479.8 32.2 5278 16x11-1/2
1,042.6 936.9 833.8
6.74 6.70 6.66
127.8 2,094.6 115.9 1,899.6 104.2 1,707.8
43,400 39,000 34,710
87.5 77.9 68.4
3,642 3,243 2,847
17.12 17.01 16.92
1.95 1.93 1.91
4.95 4.90 4.85
Page 61
20.4 18.2 16.1
334.4 298.3 16" WF 263.9 16x8-1/2
STEEL SECTION
746.4
131,700
60.5
2,518
6.62
16.81
1.88
4.78
90.1
1,542.3
14.3
234.4
655.4 583.3 515.5 46.3
27,280 24,280 21,460 18,580
34.8 30.5 26.5 22.1
1,449 1,270 1,103 920
6.68 6.64 6.62 6.49
16.97 16.86 16.81 16.48
1.54 1.52 1.50 1.45
3.91 3.86 3.81 3.68
80.7 72.4 64.4 56.3
1,322.7 1,186.6 1,055.5 922.8
9.8 8.7 7.6 6.3
160.6 142.6 124.8 103.2
6,610.3 6,013.7 5,454.2 4,911.5 4,141.7 4,399.4 3,912.1 3,526.0 3,228.9 3,080.9 2,942.4 2,798.2 2,671.4 2,538.8 2,402.4
275,200 250,300 227,000 204,400 172,400 183,100 162,800 146,800 134,400 128,200 122,500 116,500 111,200 105,700 100,000
2,359.5 2,169.7 1,986.0 1,806.9 1,635.1 1,631.4 1,466.5 1,331.2 1,226.6 1,174.8 1,124.8 1,073.2 1,028.6 979.7 930.1
98,200 90,320 82,670 75,220 68,070 67,910 61,050 55,420 51,060 48,900 46,820 44,680 42,820 40,780 38,720
7.26 7.17 7.08 6.99 6.63 6.90 6.81 6.74 6.68 6.65 6.62 6.59 6.56 6.54 6.51
18.44 18.21 17.98 17.75 16.84 17.53 17.30 17.12 16.97 16.89 16.81 16.74 16.66 16.61 16.54
4.34 4.31 4.27 4.24 4.17 4.20 4.17 4.14 4.12 4.11 4.10 4.08 4.07 4.06 4.05
11.02 10.95 10.84 10.77 10.59 1067 10.59 10.52 10.46 10.44 10.41 10.36 10.4 10.31 10.29
707.4 656.9 608.1 559.4 493.8 511.9 465.5 427.4 397.4 382.2 367.87 352.6 3392 324.9 310.0
11,594.3 10,766.6 9,666.8 9,168.6 8,077.0 8,390.0 7,629.5 7,005.1 6,513.4 6,264.2 6,028.2 5,779.1 5,559.5 5,325.1 5,080.9
282.7 261.6 241.1 220.8 195.7 201.0 181.8 166.1 153.9 147.7 141.8 135.6 130.2 124.4 118.4
Page 62
16" WF 16x7
4.633.4 4.287.6 3.951.6 3.618.9 3.207.5 3.294.4 14" WF 2.979.7 14x16 2.772.4 2.522.4 2.420.8 2.324.1 2.222.5 2.134.0 2.038.9 1.940.6
STEEL SECTION
2,274.8 2,149.6 2,020.8 1,900.6 1,786.9 1,672.2
94,700 89,480 84,120 79,120 74,380 69,610
882.7 837.9 790.2 745.0 702.5 660.1
36,740 34,880 32,890 31,010 29,240 27,480
6.49 6.45 6.42 6.40 6.37 6.32
16.48 16.38 16.31 16.26 16.18 16.05
4.04 4.02 4.01 4.20 3.99 3.97
10.26 10.21 16.18 10.16 10.13 10.08
295.8 281.9 267.3 253.4 240.2 226.7
4,848.2 112.7 1.847.2 4,620.3 107.1 1.755.4 4,381.0 101.3 1.660.3 4,153.2 95.8 1.570.2 3,936.9 90.6 1.484.9 3,715.6 85.2 1.396.4
1,593.0 1,476.1 1,373.1 1,266.5 1,165.8 1,063.5 966.9
66,310 61,470 57,160 52,720 48,530 44,270 40,250
567.7 527.6 491.8 454.9 419.7 383.7 349.7
23,630 21,960 20,470 18,940 17,470 15,970 14,560
6.31 6.29 6.26 6.23 6.21 6.17 6.15
16.03 15.98 15.90 15.82 15.77 15.67 15.62
3.77 3.76 3.75 3.73 3.72 3.71 3.70
9.58 9.55 9.52 9.47 9.45 9.42 9.40
216.0 202.0 189.4 176.3 163.6 150.6 138.1
3,540.2 3,310.7 3,104.3 2,889.6 2,681.4 2,468.3 2,263.4
77.0 71.8 67.1 62.2 57.6 52.8 48.2
1.262.0 1.176.8 1.099.8 14" WF 1.019.4 14x14-1/2 944.1 865.4 790.0
Wide Flange Shapes (INch Series) - Continued Section Index
Weight lbs/ft
kg/m
Depth of Section (A)] in mm
Flange Width (B) in mm
Web Thickness (t1) in mm Page 63
Web Thickness (t2) in mm
Corner Radius in
mm
Sectional Area in2
mm2
STEEL SECTION
14" WF 14x12
84 78
125.0 116.1
14.18 14.06
360 357
12.023 12.000
305 305
0.451 0.428
11.46 11.87
0.778 0.718
19.76 18.24
0.60 0.60
15.2 15.2
24.71 22.94
159.4 148.0
14" WF 14x10
74 68 61
110.1 101.2 90.78
14.19 14.06 13.91
360 357 353
10.072 10.040 10.000
256 255 254
0.450 0.418 0.378
11.43 10.62 9.60
0.783 0.718 0.643
19.89 18.24 16.33
0.60 0.60 0.60
15.2 15.2 15.2
21.76 20.00 17.94
140.4 129.0 115.7
14" WF 14x8
53 48 43
78.87 71.43 63.99
13.94 13.81 13.68
354 351 347
8.062 8.031 8.000
205 204 203
0.370 0.339 0.308
9.40 8.61 7.82
0.658 0.593 0528
16.71 15.06 13.41
0.60 0.60 0.60
15.2 15.2 15.2
15.59 14.11 12.65
100.6 91.0 81.6
14" WF 14x6-3/4
38 34 30
56.55 50.60 44.46
14.12 14.00 13.86
359 356 352
6.776 6.750 6.733
172 171 171
0.313 0.287 0.270
7.95 7.29 6.86
0.513 0.453 0.383
13.03 11.51 9.73
0.43 0.43 0.43
10.9 10.9 10.9
11.17 10.00 8.81
72.1 64.5 56.8
190 161 133 120 106 99 92
282.8 239.6 197.9 178.6 157.7 147.3 136.9
14.38 13.88 13.38 13.12 12.88 12.75 12.62
365 353 340 333 327 324 321
12.670 12.515 12.365 12.320 12.230 12.190 12.155
322 318 314 311 311 310 309
1.060 0.905 0.755 0.710 0.620 0.580 0.545
26.92 22.99 19.18 18.03 15.75 14.73 13.84
1.736 1.486 1.236 1.106 0.986 0.921 0.856
44.09 37.74 31.39 28.09 25.04 23.39 21.74
0.60 0.60 0.60 0.60 0.60 0.60 0.60
15.2 15.2 15.2 15.2 15.2 15.2 15.2
55.86 47.38 39.11 35.31 31.19 29.09 27.06
360.4 305.7 252.3 227.8 201.2 187.7 174.6
12" WF 12x12
Page 64
STEEL SECTION
85 79 72 65
126.5 117.6 107.1 96.73
12.50 12.38 12.25 12.12
318 314 311 308
12.105 12.080 12.040 12.000
307 307 306 305
0.495 0.470 0.430 0.390
12.57 11.94 10.92 9.91
0.796 0.736 0.671 0.606
20.22 18.69 17.04 15.39
0.60 0.60 0.60 0.60
15.2 15.2 15.2 15.2
24.98 23.22 21.16 19.11
161.2 149.8 136.5 123.3
12" WF 12x10
58 53
86.31 78.87
12.19 12.06
310 306
10.014 10.000
254 254
0.395 0.345
9.12 8.76
0.641 0.576
16.28 14.63
0.60 0.60
15.2 15.2
17.06 15.59
110.1 100.6
12" WF 12x8
50 45 40
74.41 66.97 59.53
12.91 12.06 11.94
310 306 303
8.077 8.042 8.000
205 204 203
0.371 0.336 0.294
9.42 8.53 7.47
0.641 0.576 0.516
16.28 14.63 13.11
0.60 0.60 0.60
15.2 15.2 15.2
14.71 13.24 11.77
94.9 85.4 75.9
12" WF 12x6-1/2
36 31 27
53.57 46.13 40.16
12.24 12.09 11.96
311 307 304
6.565 6.525 6.500
167 166 165
0.305 0.265 0.240
7.75 6.73 6.10
0.540 0.465 0.400
13.72 11.81 10.16
0.37 0.37 0.37
9.40 9.40 9.40
10.59 9.12 7.97
68.3 58.8 51.4
Moment of Inertia Jx Jy in4 cm4 in4 cm4 928.4 38,650 225.5 9,387 851.2 35,430 206.9 8,613
Radius of Gyration ix iy in cm in cm 6.13 15.57 3.02 7.67 6.09 15.47 3.00 7.62
Modulus of Section Zx Zy in3 cm3 in3 cm3 130.9 2,145.4 37.5 614.6 121.1 1,984.8 34.5 565.4
Page 65
Section Index 14" WF 14x12
STEEL SECTION
796.8 724.1 641.5
33,170 30,140 26,700
133.5 121.2 107.3
5,557 5,045 4,467
6.05 6.02 5.98
15.37 15.29 15.19
2.48 2.46 2.45
6.30 6.25 6.22
112.3 1,840.6 103.0 1,688.1 92.2 1,511.2
26.5 24.1 21.5
434.3 395.0 352.4
14" WF 14x10
542.1 484.9 429.0
22,570 20,180 17,860
57.5 51.3 45.1
2,394 2,136 1,877
5.90 5.86 5.82
14.99 14.88 14.78
1.92 1.91 1.89
4.88 4.85 4.80
77.8 70.2 62.7
1,275.1 1,150.6 1,027.6
14.3 12.8 11.3
234.4 209.8 185.2
14" WF 14x8
385.3 339.2 289.6
16,040 14,120 12,060
24.6 21.3 17.5
1,024 886.8 729
5.87 5.83 5.73
14.91 14.81 14.55
1.49 1.46 1.41
3.78 3.71 3.58
54.6 48.5 41.8
897.9 794.9 685.1
7.3 6.3 5.2
119.6 103.2 14" WF 85.2 14x6-3/4
1,892.5 1,541.8 1,221.2 1,071.7 930.7 858.5 788.9 723.3 663.0
78,780 64,180 50,840 44,610 38,740 35,740 32,840 30,110 27,600
589.7 486.2 389.9 345.1 300.9 278.2 256.4 235.5 216.4
24,550 20,240 16,230 14,360 12,520 11,580 10,670 9,803 9,008
5.82 5.70 5.59 5.51 5.46 5.43 5.40 5.38 5.34
14.78 14.48 14.20 14.00 13.87 13.79 13.72 13.66 13.56
3.25 3.20 3.16 3.13 3.11 3.09 3.08 3.07 3.05
8.26 8.13 8.03 7.95 7.90 7.85 7.82 7.82 7.75
263.2 222.2 182.5 163.4 144.5 134.7 125.0 115.7 107.1
4,313.8 3,641.8 2,991.2 2,678.1 2,368.4 2,207.7 2,048.8 1,896.3 1,755.4
93.1 77.7 63.1 56.0 49.2 45.7 42.2 38.9 35.8
1,525.9 1,273.5 1,034.2 917.8 806.4 749.0 12" WF 691.6 12x12 637.6 586.8
Page 66
STEEL SECTION
597.4 533.4
24,870 22,200
195.3 174.6
8,130 7,268
5.31 5.28
13.49 13.41
3.04 3.02
7.72 7.67
97.5 88.0
1,598.0 1,442.3
32.4 29.1
531.0 476.9
476.1 426.2
19,820 17,740
107.4 96.1
4,471 4,000
5.28 5.23
13.41 13.28
2.51 2.48
6.38 6.30
78.1 70.7
1,280.0 1,158.8
21.4 19.2
350.7 314.7
12" WF 12x10
394.5 350.8 310.1
16,420 14,600 12,910
56.4 50.0 44.1
2,348 2,081 1,836
5.18 5.15 5.13
13.16 13.08 13.03
1.96 1.94 1.94
4.98 4.93 4.93
64.7 58.2 51.9
1,060.4 953.9 850.6
14.0 12.4 11.0
229.5 203.2 180.3
12" WF 12x8
280.8 238.4 204.1
11,690 9,924 8,496
23.7 19.8 16.6
986.6 824 691.0
5.15 5.11 5.06
13.08 12.98 12.85
1.50 1.47 1.44
3.81 3.73 3.66
45.9 39.4 34.1
752.3 645.8 558.9
7.2 6.1 5.1
118.0 12" WF 100.0 12x6-1/2 83.6
Wide Flange Shapes (Inch Series) m - Continued Section Index
Weight lbs/ft 112
kg/m 166.7
Depth of Section (A)] in mm 11.38 289
Flange Width (B) in mm 10.415 265
Web Thickness (t1) in mm 0.755 19.18 Page 67
Web Thickness (t2) in mm 1.248 31.70
Corner Radius in 0.50
mm 12.7
Sectional Area in2 32.92
mm2 212.4
STEEL SECTION
100 89 77 72 66 60 54 49
148.8 132.4 114.6 107.1 98.22 89.29 80.36 72.92
11.12 10.88 10.62 10.50 10.38 10.52 10.12 10.00
282 276 270 267 264 260 257 254
10.345 10.275 10.195 10.170 10.117 10.075 10.028 10.000
263 261 259 258 257 256 255 254
0.685 0.615 0.535 0.510 0.457 0.415 0.368 0.340
17.40 15.62 13.59 12.95 11.61 10.54 9.35 8.64
1.118 0.998 0.868 0.808 0.748 0.683 0.618 0.558
28.40 25.35 22.05 20.52 19.00 17.35 15.70 14.17
0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50
12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7
29.43 26.19 22.67 21.18 19.41 17.66 15.88 14.40
189.9 169.0 146.3 136.6 125.5 113.9 102.5 92.9
10" WF 10x8
45 39 33
66.97 58.04 49.11
10.12 9.94 9.75
257 252 248
8.002 7.990 7.964
204 203 202
0.350 0.318 0.292
8.89 8.08 7.42
0.618 0.528 0.433
15.70 13.41 11.00
0.50 0.50 0.50
12.7 12.7 12.7
13.24 11.48 9.71
85.4 74.1 62.6
10" WF 10x5-3/4
29 25 21
43.16 37.20 31.25
10.22 10.08 9.90
260 256 251
5.799 5.762 5.750
147 146 146
0.289 0.252 0.240
7.34 6.40 6.10
0.500 0.430 0.340
12.70 10.92 8.64
0.32 0.32 0.32
8.12 8.12 8.12
8.53 7.35 6.19
55.0 47.4 39.9
67 58 48 40 35
99.71 86.31 71.43 59.53 52.09
9.00 8.75 8.50 8.25 8.12
229 222 216 210 206
8.287 8.222 8.117 8.077 8.027
210 209 206 205 204
0.575 0.510 0.405 0.365 0.315
14.61 12.95 10.29 9.27 8.00
0.933 0.808 0.683 0.558 0.493
23.70 20.52 17.35 14.17 12.52
0.40 0.40 0.40 0.40 0.40
10.2 10.2 10.2 10.2 10.2
19.70 17.06 14.11 11.76 10.30
127.1 110.1 91.0 75.9 66.5
10" WF 10x10
8" WF 8x8
Page 68
STEEL SECTION
31
46.13
8.00
203
8.000
203
0.288
7.32
0.433
11.00
0.40
10.2
9.12
58.8
28 24
41.67 35.72
8.06 7.93
205 201
6.540 6.5000
166 165
0.085 0.245
7.24 6.22
0.463 0.398
11.76 10.11
0.40 0.40
10.2 10.2
8.23 7.06
53.1 45.5
20 17
29.76 25.30
8.14 8.00
207 203
5.268 5.250
134 133
0.248 0.230
6.30 5.84
0.378 0.308
9.60 7.82
0.32 0.32
8.12 8.12
5.88 5.00
37.9 32.3
6" WF 6x6
25 20 15.5
37.20 29.76 2.07
6.37 6.20 6.00
162 157 152
6.080 6.018 6.000
154 153 152
0.320 0.258 0.240
8.13 6.55 6.10
0.456 0.367 0.269
11.58 9.32 6.83
0.25 0.25 0.25
6.35 6.35 6.35
7.35 5.88 4.59
47.4 37.9 29.6
5" WF 5x5
18.5 16
27.53 23.81
5.12 5.00
130 127
5.025 5.000
128 127
0.265 0.240
6.73 6.10
0.420 0.360
10.67 9.14
0.30 0.30
7.62 7.62
5.45 4.70
35.2 30.3
4" WF 4x4
13
19.35
4.16
106
4.060
103
0.280
7.11
0.345
8.30
0.313
7.95
3.82
25.1
8" WF 8x6-1/2 8" WF 8x5-1/4
Moment of Inertia Jx Jy in4 cm4 in4 cm4 718.7 29,920 235.4 9,799
Radius of Gyration ix iy in cm in cm 4.67 11.89 2.67 6.78
Modulus of Section Zx Zy in3 cm3 in3 cm3 126.3 2,070.0 45.2 740.8
Page 69
Section Index
STEEL SECTION
625.0 542.4 457.2 420.7 382.5 343.7 305.7 272.9
26,020 22,580 19,030 17,510 15,920 14,310 12,720 11,360
206.6 180.6 153.4 141.8 129.2 116.5 103.9 93.0
8,600 1,518 6,386 5,903 5,378 4,850 4,325 3,871
4.61 4.55 4.49 4.46 4.44 4.41 4.39 4.35
11.71 11.56 11.40 11.33 11.28 11.20 11.15 11.05
2.65 2.63 2.60 2.59 2.58 2.57 2.56 2.54
6.73 6.68 6.60 6.58 6.55 6.53 6.50 6.45
112.4 99.7 89.1 80.1 73.7 67.1 60.4 54.6
1,842.2 1,634.1 1,411.2 1,312.8 1,207.9 1,099.8 990.0 894.9
39.9 35.2 30.1 27.9 25.5 23.1 20.7 18.6
654.01 576.9 493.3 10" WF 457.3 10x10 417.9 378.6 339.3 304.8
248.6 209.7 170.9
10,350 8,729 7,114
53.2 44.9 36.5
2,215 1,869 1,519
4.33 4.27 4.20
11.00 10.84 10.67
2.00 1.97 1.94
5.08 5.03 4.93
49.1 42.2 35.0
807.7 691.6 573.6
13.3 11.2 9.2
218.0 183.6 150.8
10" WF 10x8
157.3 133.2 106.3
6,548 5,545 4,425
15.2 12.7 9.7
632.8 528.7 403.8
4.29 4.29 4.14
10.90 10.82 10.52
1.34 1.31 1.25
3.40 3.33 3.18
30.8 26.4 21.5
504.8 432.7 352.4
5.2 4.4 3.4
85.2 72.1 55.7
10" WF 10x5-3/4
271.8 227.3 183.7 146.3 126.5
11,310 9,462 7,647 6,090 5,266
88.6 74.9 60.9 49.0 42.5
3,688 3,118 2,535 2,040 1,769
3.71 3.65 3.61 3.53 3.50
9.42 9.27 9.17 8.97 8.89
2.12 2.10 2.08 2.04 2.03
5.38 5.33 5.28 5.18 5.16
60.4 52.0 43.2 35.5 31.1
990.0 852.3 708.0 581.8 509.7
21.4 18.2 15.0 12.1 10.6
350.7 298.3 248.8 198.3 173.7
Page 70
8" WF 8x8
STEEL SECTION
109.7
4,567
37.0
1,540
3.47
8.81
2.01
5.10
27.4
449.1
9.2
150.8
97.8 82.5
4,071 3,434
21.6 18.2
899.2 759.6
3.45 3.42
8.76 8.69
1.62 1.61
4.11 4.09
24.3 20.8
398.3 340.9
6.6 5.6
108.2 91.8
69.2 56.4
2,881 2,348
8.50 6.72
353.8 279.7
3.43 3.36
8.71 8.53
1.20 1.16
3.05 2.95
17.0 14.1
278.6 231.1
3.2 2.6
52.4 42.6
53.5 41.7 30.3
2,227 1,736 1,261
17.1 13.3 9.69
711.8 553.6 403.4
2.69 2.66 2.56
6.83 6.76 6.50
1.52 1.50 1.45
3.86 3.81 3.68
16.8 13.4 10.1
275.4 219.6 165.5
5.6 4.4 3.2
91.8 72.1 52.4
25.4 21.3
1,057 886.7
8.89 7.51
370.2 312.6
2.16 2.13
5.49 5.41
1.28 1.26
3.25 3.20
9.94 8.53
162.9 139.8
3.54 3.00
58.0 49.2
5" WF 5x5
11.3
470.3
3.76
156.5
1.72
4.37
0.99
2.51
5.45
89.3
1.9
31.1
4" WF 4x4
8" WF 8x6-1/2
8" WF 8x5-1/4 6" WF 6x6
Wide Flange Shapes (Metric Series) Section
Depth of Flange Weight Section Width
Thickness Corner Sectional Web Flange Radius Area Page 71
Moment of Inertia
Radius of Gyration
Moment of Section
STEEL SECTION
Index mm
kg/m 286 243 213
(A)] mm 912 900 890
(B) mm 302 300 299
(t1) mm 18 16 15
(t2) mm 34 28 23
(r) mm 28 28 28
Jx Jy cm2 mm cm 364.0 498,000 15,700 390.8 411,000 12,600 270.9 345,000 10,300
ix cm4 37.0 36.4 35.7
iy cm4 6.56 6.39 6.16
Zx cm3 10,900 9,140 7,760
Zy cm3 1,040 843 688
800x300
241 210 191
808 800 792
302 300 300
16 14 14
30 26 22
28 28 28
307.6 339,000 13,800 267.4 292,000 11,700 243.4 254,000 9,930
33.2 33.0 32.3
6.70 6.62 6.39
8,400 7,290 6,410
915 782 662
700x300
215 185 166
708 700 692
302 300 300
15 13 13
28 24 20
28 28 28
273.6 237,000 12,900 235.5 201,000 10,800 211.5 172,000 9,020
29.4 29.3 28.6
6.86 6.78 6.53
6,700 5,760 4,980
853 722 602
600x300
175 151 137
594 588 582
302 300 300
14 12 12
23 20 17
28 28 28
222.4 137,000 10,000 192.5 118,000 9,020 174.5 103,000 7,670
24.9 24.8 24.3
6.90 6.85 6.63
4,620 4,020 3,530
701 601 511
134 120 106 94.6
612 606 600 596
202 201 200 199
13 12 11 10
23 20 17 15
22 22 22 22
107.7 103,000 3,180 152.5 90,400 2,720 134.4 77,600 2,280 120.5 68,700 7,980
24.6 24.3 24.0 23.9
4.31 4.22 4.12 4.05
3,380 2,980 2,590 2,310
314 271 228 199
900x300
600x200
Page 72
STEEL SECTION
500x300
128 114
488 482
300 300
11 11
18 15
20 26
163.5 145.5
71,000 60,400
8,110 6,760
20.8 20.4
7.04 6.82
2,910 2,500
541 451
103 59.6 79.5
506 500 496
201 200 199
11 10 9
19 16 14
20 20 20
131.3 114.2 101.3
56,500 47,800 41,900
2,580 2,140 1,840
20.7 20.5 20.3
4.43 4.33 4.27
2,230 1,910 1,690
257 214 185
450x300
124 106
440 434
300 299
11 10
18 15
24 24
157.4 135.0
56,100 46,800
8,110 6,690
28.9 118.6
7.18 7.04
2,550 2,160
541 448
450x200
76.0 66.2
450 446
200 199
9 8
14 12
18 18
96.76 84.30
33,500 28,700
1,870 1,580
18.6 18.5
4.40 4.33
1,490 1,290
187 159
605 415 283 232
498 458 428 414
432 417 407 405
45 30 20 18
70 50 35 28
22 22 22 22
770.1 298,000 94,400 528.6 187,700 60,500 360.7 119,000 39,400 295.4 92,800 31,000
19.7 18.8 18.2 17.7
11.1 10.7 10.4 10.2
12,000 8,170 5,570 4,480
4,370 2,900 1,930 1,530
500x200
400x400
Section
Depth of Flange Weight Section Width
Thickness Corner Sectional Web Flange Radius Area Page 73
Moment of Inertia
Radius of Gyration
Moment of Section
STEEL SECTION
Index mm
kg/m 200 197 172 168 147 140
(A)] mm 406 400 400 394 394 388
(B) mm 403 408 400 405 398 402
(t1) mm 16 21 13 18 11 15
(t2) mm 24 21 21 18 18 15
(r) mm 22 22 22 22 22 22
400x300
107 94.3
390 386
300 299
10 9
16 14
400x200
66.0 56.6
400 396
200 199
8 7
159 156 137 131 115 106
356 350 350 344 344 338
352 357 350 354 348 351
14 19 12 16 10 13
400x400
350x350
cm2 254.9 250.7 218.7 214.4 186.8 178.5
Jx mm 78,000 70,900 66,600 59,700 56,100 49,400
Jy cm 26,200 23,800 22,400 20,000 18,900 16,300
ix cm4 17.5 16.8 17.5 16.7 17.3 16.6
iy cm4 10.1 9.75 10.1 9.65 10.1 9.54
Zx cm3 3,840 3,540 3,330 3,030 2,850 2,520
Zy cm3 1,300 1,170 1,120 985 951 809
22 22
136.0 120.1
38,700 33,700
7,210 6,240
16.9 16.7
7.28 7.21
1,980 1,740
481 418
13 11
16 16
84.12 72.16
23,700 20,000
1,740 1,450
16.8 16.7
4.54 4.48
1,190 1,010
174 145
22 19 19 16 16 13
20 20 20 20 20 20
202.0 198.4 173.9 166.6 146.0 135.3
47,600 42,800 40,300 35,300 33,300 28,200
16,000 14,400 13,600 11,800 11,200 9,380
15.3 14.7 15.2 14.6 15.1 14.4
8.90 8.53 8.84 8.43 8.78 8.33
2,670 2,450 2,300 2,050 1,940 1,670
909 809 776 669 646 534
Page 74
STEEL SECTION
350x250
79.7 69.2
340 33.6
250 249
9 8
14 12
20 20
101.5 88.15
21,700 18,500
3,650 3,090
14.6 14.5
6.00 5.92
1,280 1,100
292 248
350x175
49.6 41.4
350 346
175 174
7 6
11 9
14 14
63.14 52.68
13,600 11,100
984 792
14.7 14.5
3.95 3.88
775 641
112 91.0
106 106 94.0 87.0 84.5
304 300 300 298 294
301 305 300 299 302
11 15 10 9 12
17 15 15 14 12
18 18 18 18 18
134.8 134.8 119.8 110.8 107.7
23,400 21,500 20,400 18,800 16,900
7,730 7,100 6,750 6,240 5,520
13.2 12.6 13.1 13.0 12.5
7.57 7.26 7.51 7.51 7.16
1,540 1,440 1,360 1,270 1,150
514 466 450 417 365
300x200
65.4 56.8
298 294
201 200
9 8
14 12
18 18
83.38 72.38
13,300 11,300
1,900 1,600
12.6 12.5
4.77 4.71
893 771
189 160
300x150
36.7 32.0
300 298
150 149
6.5 5.5
9 8
13 13
46.78 40.80
7,210 6,320
508 442
12.4 12.4
3.29 3.29
481 424
67.7 59.3
300x300
Wide Flange Shapes
(Metric Series) - continued Depth of Flange
Thickness
Corner Sectional Page 75
Moment of
Radius of
Moment of
STEEL SECTION
Section Index mm 250x250
Weight Section Width (A)] (B) kg/m mm mm 82.2 250 255 72.4 250 250 66.5 248 249 64.4 244 252
Web (t1) mm 14 9 8 11
Flange Radius (t2) (r) mm mm 14 16 14 16 13 16 11 16
Area
Inertia
cm2 104.7 92.18 84.70 82.06
ix mm 11,500 10,800 9,930 8,790
iy cm 3,880 3,650 3,350 2,940
Gyration Jx Jy cm4 cm4 10.5 16.09 10.8 6.29 10.8 6.29 10.3 5.98
Section Zx Zy cm3 cm3 919 304 867 292 801 269 720 233
250x175
44.1
244
175
7
11
16
56.24
6,120
984
10.4
4.18
502
113
250x125
29.6 25.7
250 248
125 124
6 5
9 8
12 12
37.66 32.68
4,050 3,540
294 255
10.4 10.4
2.79 2.79
324 285
47.0 41.1
200x200
65.7 56.2 49.9
208 200 200
202 204 200
10 12 8
16 12 12
13 13 13
83.69 71.53 63.53
6,530 4,980 4,720
2,200 1,700 1,600
8.83 8.35 8.62
5.13 4.88 5.02
626 498 472
218 167 160
200x150
30.6
194
150
6
9
13
39.01
2,690
507
8.63
3.61
277
67.6
200x100
21.3 18.2
200 198
100 99
5.5 4.5
8 7
11 11
27.16 23.18
1,840 1,580
134 114
8.24 8.26
2.22 2.21
184 160
26.8 23.0
Page 76
STEEL SECTION
175x175
40.2
175
175
7.5
11
12
51.21
2,880
984
7.50
4.38
330
112
175x125 175x90
23.3 18.1
169 175
125 90
5.5 5
8 8
12 9
29.65 23.04
1,530 12,010
261 97.5
7.18 7.26
2.97 2.06
181 139
41.8 21.7
150x150
131.5
150
150
7
10
11
40.14
1,640
563
6.39
3.75
219
75.1
150x100
21.1
148
100
6
9
11
26.84
1,020
151
6.17
2.37
138
30.1
150x75
14.0
150
75
5
7
8
17.85
666
49.5
6.11
1.66
88.8
13.2
125x125
23.8
125
125
6.5
9
10
30.31
847
293
5.29
3.11
136
47.0
125x60
23.2
125
26
6
8
9
16.84
413
29.6
4.95
1.32
66.1
9.73
100x100
17.2
100
100
6
8
10
21.90
383
134
4.18
2.47
76.5
26.7
100x50
9.30
100
50
5
7
8
11.85
187
14.8
3.98
1.12
37.5
5.91
Heavy Column Section (Metric Series)
Page 77
STEEL SECTION
Section Index mm 90
Depth of Flange Weight Section Width (A)] (B) kg/m mm mm 930 538 477
Thickness Corner Sectional Moment of Web Flange Radius Area Inertia (t1) (t2) (r) ix iy mm mm mm cm2 mm cm 90 90 22 1,185 472,000 165,000
Radius of Gyration Jx Jy cm4 cm4 20.0 11.8
Moment of Section Zx Zy cm3 cm3 17,600 6,920
85
1,170
608
472
85
125
22
1,488 737,000 221,000
22.3
12.2
24,300
9,360
75
758
508
462
75
75
22
965.7 358,000 125,000
19.3
11.4
14,100
5,390
70
953
568
457
70
105
22
1,214 551,000 168,000
21.3
11.8
19,400
7,360
60
804 593
538 478
447 447
60 60
90 90
22 22
1,024 433,000 135,000 755.4 260,000 90,000
20.6 18.6
11.5 10.9
16,100 10,900
6,030 4,030
50
658
508
437
50
75
22
838.7 331,000 105,000
19.9
11.2
13,000
4,790
45
740 605 435
538 498 448
432 432 432
45 45 45
90 70 45
22 22 22
942.9 414,000 121,000 770.1 298,000 94,000 554.1 177,000 60,800
21.0 19.7 17.9
11.3 11.1 10.5
15,400 12,000 7,900
5,610 4,370 2,810
40
518
478
427
40
60
22
659.8 242,000 78,100
19.1
10.9
10,100
3,660
Page 78
STEEL SECTION
384
438
427
40
40
22
489.0 152,000 52,100
17.6
10.3
6,950
2,440
466 334
468 428
422 422
35 35
55 35
22 22
593.7 214,000 69,000 424.9 129,000 44,000
19.0 17.4
10.8 10.2
9,130 6,030
3,270 2,080
30
480 514 284
478 458 418
417 417 417
30 30 30
60 50 30
22 22 22
612.0 233,000 72,600 528.6 187,000 60,500 361.8 107,000 36,400
19.5 18.8 17.2
10.9 10.7 10.0
9,740 8,170 5,120
3,480 2,900 1,740
25
332
438
412
25
40
22
423.3 142,000 46,700
18.3
10.5
6,470
2,270
20
283
428
407
20
35
22
360.7 119,000 39,400
18.2
10.4
5,570
1,930
35
Light Beam Joists (Inch Series) Section Index L24x7
Weight lbs/ft 61 55
kg/m 90.78 81.85
Depth of Section (A)] in mm 23.72 602 23.55 598
Flange Width (B) in mm 7.023 178 7.000 178
Web Thickness (t1) in mm 0.419 10.64 0.396 10.06 Page 79
Web Thickness (t2) in mm 0.591 15.01 0.503 12.78
Corner Radius in 0.54 0.54
mm 13.7 13.7
Sectional Area in2 18.0 16.2
mm2 116.1 104.5
STEEL SECTION
L21x6-1/2
49 44
72.92 65.48
20.82 20.66
529 525
6.520 6.500
166 165
0.368 0.348
9.35 8.84
0.532 0.451
13.51 11.46
0.54 0.54
13.7 13.7
14.4 13.0
92.9 83.9
L18x6
40 35
59.53 52.09
17.90 17.71
455 500
6.018 6.000
153 152
0.316 0.298
8.03 7.57
0.524 0.429
13.31 10.90
0.43 0.43
10.9 10.9
11.8 10.3
76.1 66.5
L16x5-1/2
31 26
46.13 38.69
15.84 15.65
402 398
5.525 5.500
140 140
0.275 0.250
6.99 6.35
0.442 0.345
11.23 8.76
0.43 0.43
10.9 10.9
9.12 7.65
58.8 49.4
L14x5
26 22
38.69 32.74
13.89 13.72
353 348
5.025 5.000
128 127
0.255 0.230
6.48 5.84
0.418 0.335
10.62 8.51
0.43 0.43
10.9 10.9
7.65 6.47
49.4 41.7
L12x4
22 19 16.5
32.74 28.28 24.55
12.31 12.16 12.00
313 309 305
4.030 4.010 4.000
102 102 102
0.260 0.240 0.230
6.60 6.10 5.84
0.424 0.349 0.269
10.77 8.86 6.83
0.360 0.30 0.30
7.62 7.62 7.62
6.47 5.62 4.86
41.7 36.3 31.4
J12x4
14
20.83
11.91
303
3.970
101
0.200
5.08
0.224
5.69
0.30
7.62
4.14
26.7
L10x4
19 17 15
28.28 25.30 22.32
10.25 10.12 10.00
260 257 254
4.020 4.010 4.000
102 102 102
0.250 0.240 0.230
6.35 6.10 5.84
0.394 0.329 0.269
10.01 8.36 6.83
0.30 0.30 0.30
7.62 7.62 7.62
5.61 4.98 4.40
36.2 32.1 28.4
Page 80
STEEL SECTION
J10x4
11.5
17.11
9.87
251
3.950
100
0.180
4.57
0.204
5.18
0.30
7.62
3.39
21.9
L8x4
15 13
22.32 19.35
8.12 8.00
206 203
4.015 4.000
102 102
0.245 0.230
6.22 5.84
0.314 0.254
7.98 6.45
0.30 0.30
7.62 7.62
4.43 3.83
28.6 24.7
J8x4
10
14.88
7.90
201
3.940
100
0.170
4.32
0.204
5.18
0.30
7.62
2.95
19.0
L6x4
16 12
23.81 17.86
6.25 6.00
159 152
4.030 4.000
102 102
0.260 0.230
6.60 5.84
0.404 0.279
10.26 7.09
0.25 0.25
6.35 6.35
4.72 3.53
30.5 22.8
J6x4
8.5
12.65
5.83
148
3.940
100
0.170
4.32
0.194
4.93
0.25
6.35
2.50
16.1
Note :
Sizes indicated by blue letters are not included in regular rolling schedules, rolling month will be decided subject to order quantities and mill conditions.
Moment of Inertia Jx Jy in4 cm4 in4 cm4 1.540 64,100 34.3 1,428 1.340 55,780 28.9 1,203
Radius of Gyration ix iy in cm in cm 9.25 23.50 1.38 3.51 9.10 23.11 1.34 3.40
Modulus of Section Zx Zy in3 cm3 in3 cm3 130.1 2,130.3 9.76 159.9 114.0 1,868.1 8.25 135.2
Page 81
Section Index L24x7
STEEL SECTION
971 843
40,420 35,090
24.7 20.7
1,028 861.6
8.21 8.07
20.85 20.5
1.31 1.27
3.33 3.23
93.3 81.6
1,528.9 1,337.2
7.57 6.38
124.0 L21x6-1/2 104.5
612 513
25,470 21,350
19.1 15.5
795.0 645.2
7.21 7.05
18.31 17.91
1.27 1.23
3.23 3.12
68.4 57.9
1,120.9 948.8
6.34 5.16
103.9 84.6
372.5 298.1
15,500 12,410
11.57 8.71
481.5 362.5
6.39 6.24
16.23 15.85
1.13 1.07
2.87 2.72
47.0 38.1
770.3 624.5
4.19 3.17
68.67 L16x5-1/2 51.96
242.6 197.4
10,100 8,212
8.26 6.40
343.8 266.4
5.63 5.52
14.30 14.02
1.04 0.99
2.64 2.51
34.9 28.8
572.0 472.0
3.29 2.56
53.92 41.96
155.7 130.1 105.3
6,482 5,416 4,383
4.55 3.67 2.79
189.4 152.8 116.1
4.91 4.81 4.65
12.47 12.22 11.81
0.84 0.81 0.76
2.13 2.06 1.93
25.3 21.4 17.5
414.7 350.7 286.8
2.26 1.83 1.39
37.04 29.99 22.78
L12x4
88.2
3,671
2.25
93.65
4.61
11.71
0.74
1.88
14.8
242.5
1.13
18.52
J12x4
96.2 81.8 68.8
4,005 3,405 2,864
4.19 3.45 2.79
174.4 143.6 116.1
4.14 4.05 3.95
10.52 10.29 10.03
0.86 0.83 0.80
2.18 2.11 2.03
18.8 16.2 13.8
308.1 265.5 226.2
2.08 1.72 1.39
34.09 28.19 22.78
L10x4
Page 82
L18x5
L14x5
STEEL SECTION
51.9
2,160
2.01
83.66
3.92
9.96
0.77
1.96
10.5
172.1
1.02
16.72
J10x4
48.0 39.5
1,994 1,644
3.30 2.62
137.4 109.1
3.29 3.21
8.36 8.15
0.86 0.83
2.18 2.11
11.8 9.88
193.4 161.9
1.65 1.31
27.04 21.47
L8x4
30.8
1,282
1.99
82.82
3.23
8.20
0.82
2.08
7.79
127.7
1.01
16.55
J8x4
31.7 21.7
1,320 903.3
4.32 2.89
179.8 120.3
2.59 2.48
6.58 6.30
0.96 0.90
2.44 2.29
10.1 7.24
165.5 118.7
2.14 1.44
35.07 23.6
L6x4
14.8
616
1.89
78.66
2.43
6.17
0.87
2.21
5.07
83.10
0.96
15.73
J6x4
H Bearing Piles (Inch Series) Section Index
14x14-1/2
Weight lbs/ft 117 102 89
kg/m 174.1 151.8 132.4
Depth of Section (A)] in mm 14.234 362 14.032 356 13.856 352
Flange Width (B) in mm 14.885 378 14.784 376 14.696 373
Web Thickness (t1) in mm 0.805 20.45 0.704 17.88 0.616 15.65 Page 83
Flange Thickness (t2) in mm 0.805 20.45 0.704 17.88 0.616 15.65
Corner Radius in 0.60 0.60 0.60
mm 15.2 15.2 15.2
Sectional Area in2 34.44 30.01 26.19
mm2 222.2 193.6 169.0
STEEL SECTION
73
108.6
13.636
346
14.586
370
0.506
12.85
0.506
12.85
0.60
15.2
21.46
138.5
12x12
74 53
110.1 78.87
12.122 11.780
308 299
12.217 12.046
310 306
0.607 0.436
15.42 11.07
0.607 0.436
15.42 11.07
0.60 0.60
15.2 15.2
21.76 15.58
140.4 100.5
10x10
57 42
84.83 62.50
10.012 9.720
254 247
10.224 10.078
260 256
0.564 0.418
14.33 10.62
0.564 0.418
14.33 10.62
0.50 0.50
12.7 12.7
16.76 12.35
108.1 79.7
8x8
36
53.57
8.026
204
8.158
207
0.446
11.33
0.446
11.33
0.40
10.2
10.60
68.4
cm 9.12 9.04 8.94 8.86
Modulus of Section Section Zx Zy Index in3 cm3 in3 cm3 172.6 2,828.9 59.5 975.2 150.4 2,465.0 51.3 840.8 131.2 2,150.4 44.4 727.7 14x14-1/2 107.5 1,761.9 35.9 588.4
7.39 7.26
93.5 67.0
in4 1,228.5 1,055.1 909.1 733.1 566.5 394.8
Moment of Inertia Jx Jy cm4 in4 cm4 51,140 443.1 18,440 43,920 379.6 15,800 37,840 326.2 13,580 30,520 261.9 10,900 23,580 16,430
187.7 127.3
7,689 5,299
in 5.97 5.93 5.89 5.85 5.10 5.03
Radius of Gyration ix iy cm in 15.16 3.59 15.06 3.56 14.96 3.53 14.86 3.49 12.95 12.78
2.91 2.86
Page 84
1,532.5 1,098.1
30.2 21.2
495.0 347.5
12x12
STEEL SECTION
294.7 210.8
12,270 8,775
100.6 71.4
4,188 2,972
4.19 4.13
10.64 10.49
2.45 2.40
6.22 6.09
58.9 43.4
965.4 711.3
19.7 14.2
322.9 232.7
10x10
119.8
4,987
40.4
1,682
3.36
8.53
19.95
4.95
29.9
490.0
9.9
162.2
8x8
Structural Tees (Inch Series) Section Index
ST 18a 18x18-1/2
ST 18b 18x12
lbs/ft 150 140 130 122.5 115
kg/m 223.2 208.3 193.5 182.3 171.1
in 18.36 18.25 18.12 18.03 17.94
mm 466 464 460 548 156
Area of Section in2 cm2 44.09 284.5 41.16 265.5 38.28 247.0 36.01 232.3 33.86 218.5
97 91 83 80
144.4 135.4 126.5 119.1
18.24 18.16 18.08 18.00
463 461 459 457
28.56 26.77 24.99 23.54
Weight
Depth of Tee
184.3 172.7 161.2 151.9
Flange
Width
Thickness
Stem Thickness
in 16.655 16.595 16.555 16.512 16.475
mm 423 4722 421 419 418
in 1.680 1.570 1.440 1.350 1.260
mm 42.67 39.88 36.58 34.29 30.00
in 0.945 0.885 0.845 0.820 0.765
mm 24.00 22.48 21.46 20.37 19.43
12.117 12.072 12.027 12.00
308 307 305 305
1.260 1.180 1.100 .020
32.00 29.97 27.94 25.91
0.770 0.725 0.680 0.653
19.56 18.42 17.27 16.59
Page 85
STEEL SECTION
ST 16a 16-1/2x 15-3/4
ST 16b 16-1/2x 11-1/2 ST 15a 15x15
ST 15b 15x10-1/2
75 67.5
111.6 100.5
17.92 17.78
455 452
22.08 19.85
142.5 128.1
11.972 11.945
304 305
0.940 0.794
23.88 20.17
0.625 0.598
15.88 15.19
120 110 100
178.6 163.7 148.8
16.75 16.63 15.50
425 422 419
35.26 32.36 29.40
227.5 208.8 189.7
15.865 15.810 15.750
403 402 400
1.400 1.275 1.150
35.56 32.39 29.21
0.830 0.775 0.715
21.08 19.69 18.16
76 70.5 65 59
113.1 104.9 96.73 87.80
16.75 16.66 16.55 16.43
425 423 420 417
22.35 20.76 19.13 17.36
144.2 133.9 123.4 112.0
11.565 11.535 11.510 11.484
294 293 292 292
1.055 0.960 0.855 1.738
26.680 24.38 21.72 18.74
0.625 0.605 0.580 0.554
16.13 15.37 14.73 14.07
105 95 86
156.3 141.4 128.0
15.19 15.06 14.94
386 383 379
30.89 27.95 25.32
199.3 180.3 163.4
15.105 15.040 14.985
384 382 381
1.315 1.185 1.065
33.4 30.10 27.05
0.775 0.710 0.655
16.69 18.03 16.64
66 62 58 54 49.5
98.02 92.27 86.31 80.36 73.66
15.15 15.08 15.00 14.91 14.82
385 383 381 379 376
19.41 18.22 17.07 15.88 14.56
125.2 117.5 110.1 102.5 93.9
10.551 10.521 10.500 10.484 10.458
268 267 267 266 266
1.000 0.930 0.850 0.760 0.670
25.40 23.62 21.59 19.30 17.02
0.615 0.585 0.564 0.548 0.522
18.62 14.86 14.33 13.92 13.26
Page 86
STEEL SECTION
ST 15a 13-1/2x14
ST 13b 13-1/2x10
88.5 80 72.5
131.7 119.1 107.9
13.655 13.54 13.44
347 344 341
26.05 23.52 21.34
168.1 151.7 137.7
14.090 14.023 13.965
358 356 355
1.190 1.075 0.975
30.23 27.31 24.77
0.725 0.658 0.600
18.42 16.71 15.24
57 51 47 42
84.83 75.90 69.94 92.50
13.64 13.535 13.455 13.35
346 344 342 339
16.77 15.01 13.83 12.36
108.2 96.8 89.2 79.7
10.070 10.018 9.990 9.963
256 254 254 253
0.932 0.827 0.747 0.636
23.67 21.01 18.97 16.15
0.570 0.518 0.490 0.463
14.48 13.16 12.45 11.76
in 14.091 14.043 14.000
mm 358 357 356
in 1.135 1.020 0.900
mm 28.83 25.91 22.86
in 0.656 0.608 0.565
mm 16.66 15.44 14.35
12.088 12.042 12.000
307 306 305
0.930 0.855 3.775
23.62 21.72 19.69
0.556 0.510 0.468
14.12 12.95 11.89
ST 12a 12x14
lbs/ft 80 72.5 65
kg/m 119.1 107.9 96.73
in 12.36 12.245 12.13
mm 314 311 308
Area of Section in2 cm2 23.52 151.8 21.31 137.5 19.11 123.3
ST 12b 12x12
60 55 50
89.29 81.85 74.41
12.155 12.08 12.00
309 307 305
17.64 16.18 14.71
Section Index
Weight
Depth of Tee
113.8 104.4 94.9
Flange
Width
Page 87
Thickness
Stem Thickness
STEEL SECTION
ST 12c 12x9
47 42 38 34
69.84 62.50 56.55 50.60
12.145 12.045 11.955 11.86
308 306 304 301
13.81 12.35 11.18 10.00
89.1 79.7 72.1 60.5
9.061 9.015 8.986 8.961
230 229 228 228
0.872 0.772 0.682 0.582
22.15 19.61 17.32 14.78
0.516 0.470 0.440 0.416
13.11 11.94 11.18 10.57
ST 10a 10-1/2x13
71 63.5 56
105.7 94.50 83.34
10.73 10.62 10.50
273 270 267
20.89 18.67 16.48
134.8 120.5 106.3
13.132 13.061 13.000
334 332 330
1.095 0.985 0.865
27.81 25.02 21.97
0.659 0.588 0.527
16.74 14.94 13.39
48 41
71.43 61.01
10.57 10.43
268 265
14.11 12.05
91.0 77.7
9.038 8.962
230 228
0.935 0.795
23.75 20.19
0.575 0.499
14.61 12.67
ST 10c 10-1/2x 8-1/4
36.5 34 31 27.5
54.32 50.60 46.13 40.92
10.62 10.57 10.495 10.40
270 268 267 264
10.73 10.01 9.12 8.09
69.2 64.6 58.9 52.2
8.295 8.270 8.240 8.215
211 210 209 209
0.740 0.685 0.615 0.522
18.80 17.40 15.62 13.26
0.455 0.430 0.400 0.375
11.6 10.92 10.16 9.52
ST 9a 9x11-3/4
57 52.5 48
84.83 78.13 71.43
9.24 9.16 9.08
235 233 231
16.77 15.43 14.11
108.2 99.6 91.0
11.833 11.792 11.750
301 300 298
0.991 0.911 0.831
25.17 23.14 21.11
0.595 0.554 0.512
15.11 14.07 13.00
42.5
63.25
9.16
233
12.49
80.6
8.838
224
0.911
23.14
0.526
13.36
ST 10b 10-1/2x9
Page 88
STEEL SECTION
ST 9b 9x8-3/4
ST 9c 9x7-1/2
ST 8a 8x11-1/2
38.5 35 32
57.29 52.09 47.62
9.08 9.00 8.935
231 229 227
11.32 10.25 9.40
73.0 66.3 60.6
8.787 8.750 8.715
223 222 221
0.831 0.751 0.686
21.11 19.08 17.42
0.475 0.438 0.403
12.07 11.13 10.24
30 27.5 25 22.5
44.64 40.92 37.20 33.48
9.125 9.06 9.00 8.93
232 230 229 227
8.82 8.09 7.35 6.621
56.9 52.2 47.4 42.7
7.558 7.530 7.500 7.477
192 191 191 190
0.695 0.630 0.570 0.499
17.65 16.00 14.48 12.67
0.416 0.390 0.358 0.335
10.57 9.91 9.09 8.51
48 44
71.43 65.48
8.16 8.08
233 231
14.11 12.95
91.0 83.5
11.533 11.502
293 292
0.875 0.795
22.23 20.19
0.535 0.504
13.59 12.80
mm 233 231 203
Area of Section in2 cm2 11.46 73.9 10.43 67.3 9.40 60.6
Structural Tees (Inch Series) - Continued Section Index
ST 8b
Weight lbs/ft 39 35.5 32
kg/m 58.04 52.83 47.62
in 8.16 8.08 8.00
Depth of Tee
Width in 8.586 8.543 8.500
Flange
mm 218 217 216
Page 89
Thickness
in 0.875 0.795 0.715
mm 22.23 20.19 18.16
Stem Thickness in 0.529 0.486 0.443
mm 13.44 12.34 11.25
STEEL SECTION
8x8-1/2
29
43.16
7.93
201
8.52
55.0
8.464
215
0.645
16.38
0.407
10.34
ST 8c 8x7
25 22.5 20 18
37.20 33.48 29.76 26.79
8.125 8.06 8.00 7.93
206 205 203 201
7.35 6.62 5.88 5.30
47.4 42.7 37.9 34.2
7.073 7.039 7.000 6.992
180 179 178 178
0.628 0.563 0.503 0.428
15.95 14.30 12.78 10.87
0.380 0.346 0.307 0.299
9.65 8.79 7.80 7.59
15.5 13
23.07 19.35
7.92 7.83
201 199
4.56 3.83
29.4 24.7
5.525 5.500
140 140
0.442 0.345
11.23 8.76
0.275 0.250
6.99 6.35
105.55 101 96.5 92 88 83.5 79 75 71
157.0 150.3 143.6 136.9 131.0 124.3 117.6 111.6 105.7
7.875 7.815 7.75 7.69 7.625 7.56 7.50 7.44 7.375
200 199 197 195 194 192 191 189 187
31.04 29.70 28.36 27.04 25.87 24.55 23.24 22.04 20.92
200.3 191.6 183.0 174.5 166.9 158.4 149.9 142.2 135.0
15.800 15.750 15.710 15.660 15.640 15.600 15.550 15.515 15.500
401 400 399 398 397 396 395 394 394
1.563 1.503 1.438 1.378 1.313 1.248 1.188 1.128 1.063
39.70 38.18 6.53 35.00 33.35 31.70 30.18 28.65 27.00
0.980 0.930 0.890 0.840 0.820 0.780 0.730 0.695 0.680
24.89 23.62 22.61 21.34 20.83 19.81 18.54 17.65 17.27
68 63.5
101.2 94.5
7.375 7.31
187 186
19.99 18.67
129.0 125.0
14.740 14.690
374 373
1.063 0.998
27.00 25.35
0.660 0.610
16.76 15.49
ST 8b 8x5-1/2B
ST 7a 7x16
Page 90
STEEL SECTION
ST 7b 7x14-1/2
ST 7c 7x12 S 7d 7x10
59.5 55.5 51.5 47.5 43.5
88.55 82.59 76.64 70.69 64.74
7.25 7.185 7.125 7.06 7.00
184 182 181 179 178
17.49 16.33 15.13 13.97 12.78
112.8 105.4 97.6 90.1 82.5
14.650 14.620 14.575 14.545 14.500
372 371 370 369 368
0.938 0.873 0.813 0.748 0.688
23.83 22.17 20.65 19.00 17.48
0.570 0.540 0.495 0.465 0.420
14.48 13.72 12.57 11.81 10.67
42 39
62.50 58.04
7.09 7.03
180 179
12.36 11.47
79.7 74.0
12.023 12.000
305 305
0.778 0.718
19.76 18.24
0.451 0.428
11.46 10.87
37 34 30.5
55.06 50.60 45.39
7.095 7.03 6.955
180 179 177
10.88 10.00 8.97
70.2 64.5 57.9
10.072 10.040 10.000
256 255 254
0.783 0.718 0.643
19.89 18.24 16.33
0.450 0.418 0.378
11.43 10.62 9.60
Note :
Section Index
ST 7e 7x8
Sizes indicated by blue letters are not included in regular rolling schedules.
Weight lbs/ft 26.5 24 21.5
kg/m 39.44 35.72 32.00
Depth of Tee
in 6.97 6.905 6.84
mm 177 175 174
Area of Section in2 cm2 7.79 50.3 7.06 45.5 6.32 40.8
Width in 8.061 8.031 8.000
Flange
mm 205 204 203
Page 91
Thickness
in 0.658 0.593 0.528
mm 16.71 15.06 13.41
Stem Thickness in 0.370 0.339 0.308
mm 9.40 8.61 7.82
STEEL SECTION
ST 7f 7x6-3/4
ST 7g 7x5B ST 7h 7x4B
ST 6a 6x12
19 17 15
28.28 25.30 22.32
7.06 7.00 6.93
179 178 176
5.59 5.00 4.41
36.1 32.3 28.5
6.776 6.750 6.733
172 171 171
0.513 0.453 0.383
13.03 11.51 9.73
0.313 0.287 0.270
7.95 7.29+ 6.86
13 11
19.35 16.37
6.95 6.86
177 174
3.83 3.24
24.7 20.9
5.025 5.000
128 127
0.418 0.335
10.62 8.51
0.255 0.230
6.48 5.84
8.6
12.80
7.00
178
2.53
16.3
4.000
102
0.272
6.91
0.210
5.33
95 80.5 66.5 60 53 49.5 46 42.5 39.5 36 32.5
141.4 119.8 98.96 89.29 78.87 73.66 68.46 63.25 58.78 53.57 48.37
7.19 6.94 6.69 6.56 6.44 6.375 6.31 6.25 6.19 6.125 6.06
183 176 170 167 164 162 160 159 157 156 154
27.93 23.69 19.56 17.65 15.59 14.54 13.53 12.49 11.61 10.58 9.55
180.2 152.8 126.2 113.9 100.6 93.8 87.3 80.6 74.9 68.3 61.6
12.670 12.515 12.365 12.320 12.230 12.190 12.155 12.105 12.080 12.040 12.000
322 318 314 313 311 310 309 307 307 306 305
1.736 1.486 1.236 1.106 0.986 0.921 0.856 0.796 0.736 0.671 0.606
44.09 37.74 31.39 28.09 25.04 23.39 21.74 20.22 18.69 17.04 15.39
1.060 0.905 0.755 0.710 0.620 0.580 0.545 0.495 0.470 0.430 0.390
26.92 22.99 19.18 18.03 15.75 14.73 13.84 12.57 11.94 10.92 9.91
Page 92
STEEL SECTION
29 26.5
43.16 39.44
6.095 6.03
155 153
8.53 7.80
55.0 50.3
10.014 10.000
254 254
0.641 0.576
16.28 14.63
0.359 0.345
9.12 8.76
ST 6c 6x8
25 22.5 20
37.20 33.48 29.76
6.095 6.03 5.97
155 153 152
7.36 6.62 5.89
47.5 42.7 38.0
8.077 8.042 8.000
205 204 203
0.641 0.576 0.516
16.28 14.63 13.11
0.371 0.336 0.294
9.42 8.53 7.47
ST 6d 6x6-1/2
18 15.5 13.5
26.79 23.07 20.09
6.12 6.045 5.98
155 154 152
5.29 4.56 3.99
34.1 29.4 25.7
6.565 6.525 6.500
167 166 165
0.540 0.465 0.400
13.72 11.81 10.16
0.305 0.265 0.240
7.75 6.73 6.10
ST 6e 6x4B
11 9.5 8.25
16.37 14.14 12.28
6.16 6.08 6.00
156 154 152
3.24 2.81 2.43
20.9 18.1 15.7
4.030 4.010 4.000
102 102 102
0.424 0.349 0.269
10.77 8.86 6.83
0.260 0.240 0.230
6.60 6.10 5.84
7.00
10.42
5.96
15
2.07
13.4
3.970
101
0.224
5.69
0.200
5.84
ST 6b 6x10
ST 6f 6x4J
Structural Tees (Inch Series) - Continued Section
Weight
Depth of
Area of
Width Page 93
Flange
Thickness
Stem Thickness
STEEL SECTION
Index
Tee
mm 145 141 138 135 133 132 130 129 127
Section in2 cm2 16.46 106.2 14.72 95.0 13.09 84.5 11.33 73.1 10.59 68.3 9.70 62.6 8.83 57.0 7.94 51.2 7.20 46.5
in 10.415 10.345 10.275 10.195 10.170 10.117 10.75 10.028 10.000
mm 265 263 261 259 258 257 256 255 245
in 1.248 1.118 0.998 0.868 0.808 0.748 0.683 0.618 0.558
mm 31.70 28.40 25.35 22.05 20.52 19.00 17.35 15.70 14.17
in 0.755 0.685 0.615 0.535 0.510 0.457 0.415 0.368 0.340
mm 19.18 17.40 15.62 13.59 12.95 11.61 10.54 9.35 8.64
lbs/ft 56 50 44.5 38.5 36 33 30 27 24.5
kg/m 83.34 74.41 66.22 57.29 53.57 49.11 44.64 40.18 36.46
in 5.69 5.56 5.44 5.31 5.25 5.19 5.125 5.06 5.00
ST 5b 5x8
22.5 19.5 16.5
33.48 29.02 24.55
5.06 4.97 4.875
129 126 124
6.62 5.74 4.85
42.7 37.0 31.3
8.022 7.990 7.964
204 203 202
0.618 0.528 0.433
15.70 13.41 11.00
0.350 0.318 0.292
8.89 8.08 7.42
ST 5c 5x5-3/4
14.5 12.5 10.5
21.58 18.60 15.63
5.11 5.04 4.95
130 128 126
4.27 3.67 3.10
27.5 23.7 20.0
5.799 5.762 5.750
147 146 146
0.500 0.430 0.340
12.70 10.92 8.64
0.289 0252 0.240
7.34 6.40 6.10
ST 5d
9.50 8.50
14.14 12.65
5.13 5.06
130 129
2.80 2.49
18.1 16.1
4.020 4.010
102 102
0.394 0.329
1.01 8.36
0.250 0.240
6.35 6.10
ST 5a 5x10
Page 94
STEEL SECTION
5x4B
7.50
11.16
5.00
127
2.20
14.2
4.000
102
0.269
6.83
0.230
5.84
ST 5e 5x4J
5.75
8.557
4.94
125
1.69
10.9
3.950
100
0.204
5.18
0.180
4.57
33.5 29 24 20 17.5 15.5
49.85 43.16 35.72 29.76 26.04 23.07
4.50 4.375 4.25 4.125 4.06 4.00
114 111 108 105 103 102
9.85 8.53 7.06 5.88 5.15 4.56
63.5 55.0 45.5 37.9 33.2 29.4
8.287 8.222 8.117 8.077 8.027 8.000
210 209 206 205 204 203
0.933 0.808 0.683 0.558 0.493 0.433
23.70 20.52 17.35 14.17 12.52 11.00
0.575 0.510 0.405 0.365 0.315 0.288
14.61 12.95 10.29 9.27 8.00 7.32
14 12
20.83 17.86
4.03 3.965
102 101
4.11 3.53
26.5 22.8
6.540 6.500
166 165
0.463 0.398
11.76 10.11
0.285 0.245
7.24 6.22
10 8.5
14.88 12.65
4.07 4.00
103 102
2.94 2.50
19.0 16.1
5.268 5.250
134 133
0.378 0.308
9.60 7.82
0.248 0.230
6.30 5.84
7.50 6.50
11.16 9.673
4.06 4.00
103 102
2.22 1.91
14.3 12.3
4.015 4.000
102 102
0.315 0.254
7.98 6.45
0.245 0.230
6.22 5.84
5.00
7.441
3.95
100
1.48
9.5
3.940
100
0.204
5.18
0.170
4.32
ST 4a 4x8
ST 4b 4x6-1/2 ST 4c 4x5-1/4 ST 4d 4x4B ST 4e 4x4B
Page 95
STEEL SECTION
ST 3a 3x4B
8.00 6.00
11.91 8.929
3.13 3.00
80 76
2.36 1.77
15.2 11.4
4.030 4.000
102 102
0.404 0.279
10.26 7.09
0.260 0.230
6.60 5.84
ST 3b 3x4J
4.25
6.325
2.92
74
1.25
8.1
3.940
100
0.194
4.93
0.170
4.32
Structural Tees (Metric Series) Section Index mm 900x300
800x300
700x300
Depth of Flange Weight Section Width (A)] (B) kg/m mm mm 143 456 302 122 450 300 106 445 299
Thickness Corner Sectional Moment of Web Flange Radius Area Inertia (t1) (t2) (r) ix iy mm mm mm cm2 mm cm 18 34 28 182.0 34,200 7,820 16 28 28 154.9 29,200 6,310 15 23 28 135.4 26,000 5,140
Radius of Gyration Jx Jy cm4 cm4 13.7 6.56 13.7 6.39 13.9 6.16
Moment of Centre of Section Gravity Zx Zy Cx cm3 cm3 cm 997 518 11.3 866 421 11.3 790 344 11.6
121 105 95.6
404 400 396
302 300 300
16 14 14
30 26 22
22 28 28
153.8 133.7 121.7
21,900 18,800 17,700
6,900 5,860 4,960
11.9 11.9 12.1
6.70 6.62 6.38
705 610 593
457 391 331
9.41 9.18 9.66
107 92.4
354 350
302 300
15 13
28 24
28 28
136.8 117.7
14,200 12,000
6,440 5,410
10.2 10.1
6.86 6.78
513 438
426 361
7.78 7.55
Page 96
STEEL SECTION
9.0
346
300
13
20
28
105.7
11,300
4,510
10.3
6.53
425
301
7.99
87.3 75.6 68.5
297 294 291
302 300 300
14 12 12
23 20 17
28 28 28
111.2 96.24 87.24
7,920 6,710 6,360
5,290 4,510 3,830
8.44 8.35 8.54
6.90 6.85 6.63
339 288 280
350 301 256
6.33 6.08 6.39
67.0 59.8 52.8 47.3
306 303 300 298
202 201 200 199
13 12 11 10
23 20 17 15
22 22 22 22
85.33 76.24 67.21 60.23
7,340 6,570 5,810 5,190
1,590 1,360 1,140 989
9.27 9.28 9.30 9.29
4.31 4.22 4.12 4.05
322 292 262 236
157 135 114 99.4
7.79 7.79 7.84 7.79
64.2 57.1
244 241
300 300
11 11
18 15
26 26
81.76 72.76
3,620 3,420
4,060 3,380
6.66 6.85
7.07 6.82
184 178
270 225
4.66 4.92
51.5 44.8 39.7
253 250 248
201 200 199
11 10 9
19 16 14
20 20 20
65.65 57.12 50.64
3,670 3,210 2,840
1,290 1,070 922
7.48 7.50 7.49
4.43 4.33 4.27
190 169 150
128 107 92.6
5.95 5.96 5.90
450x300
61.8 53.0
220 217
300 299
11 10
18 15
24 24
78.69 67.52
2,680 2,350
4,060 3,350
5.84 5.89
7.68 7.04
149 133
270 224
4.05 4.04
450x200
38.0
225
200
9
14
18
48.38
2,160
936
6.68
4.40
124
93.6
5.15
600x300
600x300
500x300
500x200
Page 97
STEEL SECTION
400x400
33.1
223
199
8
12
18
42.15
1,880
790
6.67
4.33
109
79.4
5.10
302 207 142 116
249 229 214 207
432 417 407 405
45 30 20 18
70 50 35 28
22 22 22 22
385.0 264.3 180.3 147.7
3,200 7,470 4,380 3,620
47,100 30,200 19,700 15,500
5.87 5.32 4.93 4.95
11.1 10.7 10.4 10.2
706 414 250 213
2,180 1,450 967 766
6.13 4.85 3.90 3.68
Structural Tees
(Metric Series) - Continued Depth of Flange Section Weight Section Width Index (A)] (B) mm kg/m mm mm 100 203 403 98.4 200 408 85.8 200 400 400x400 84.1 197 405 73.3 197 398 70.0 194 402 53.4
195
300
Thickness Corner Sectional Moment of Web Flange Radius Area Inertia (t1) (t2) (r) ix iy mm mm mm cm2 mm cm 16 24 22 127.4 3,090 13,100 21 21 22 125.3 3,650 11,900 13 21 22 109.3 2,480 11,200 18 18 22 107.2 3,050 9,980 11 18 22 93.41 2,050 9,460 15 15 22 89.23 2,480 8,130 10
16
22
67.98
1,730
Page 98
3,600
Radius of Gyration Jx Jy cm4 cm4 4.92 10.0 5.40 9.75 4.76 10.1 5.34 9.65 4.68 10.1 5.27 9.54
Moment of Centre of Section Gravity Zx Zy Cx cm3 cm3 cm 184 650 3.51 229 584 4.07 147 560 3.21 193 493 3.89 123 475 3.01 158 404 3.70
5.05
108
7.28
240
3.41
STEEL SECTION
400x300
47.1
193
299
9
14
22
60.05
1,530
3,120
5.04
7.21
95.5
209
3.33
400x200
33.0 28.3
200 198
200 199
8 7
13 11
16 16
42.06 36.08
1,400 1,190
868 723
5.76 5.76
4.54 4.48
88.6 76.4
86.8 72.7
4.23 4.17
79.3 77.9 68.2 65.4 57.3 53.1
178 175 175 172 172 169
352 357 350 354 348 351
14 19 12 16 10 13
22 19 19 16 16 13
20 20 20 20 20 20
1,820 2,200 1,520 1,800 1,230 1,420
8,000 7,220 6,790 5,920 5,620 4,690
4.25 4.71 4.18 4.65 4.11 4.59
8.90 8.53 8.84 8.43 8.78 8.33
124 158 104 131 84.7 104
455 404 388 335 323 267
3.05 3.59 2.86 3.40 2.67 3.21
350x250
39.8 34.6
170 168
250 249
9 8
14 12
20 20
101.0 99.19 86.94 83. 32 73.00 67.63 50.76 44.08
1,020 881
1,830 1,540
4.48 4.47
6.00 5.92
73.1 64.0
146 124
3.09 3.02
350x175
24.8 20.7
175 173
175 174
7 6
11 9
14 14
31.57 26.34
815 679
492 396
5.08 5.08
3.95 3.88
59.3 50.0
56.2 45.5
3.75 3.71
52.9 52.9 47.0 43.5
152 150 150 149
301 305 300 299
11 15 10 9
17 15 15 14
18 18 18 18
67.41 67.39 59.89 55.40
903 4,110 798 715
3,870 3,550 3,380 3,120
3.66 4.05 3.65 3.59
7.57 7.26 7.51 7.51
71.4 92.5 63.7 57.0
257 233 225 209
2.55 3.03 2.47 2.36
350x350
300x300
Page 99
STEEL SECTION
42.3
147
302
12
12
18
53.83
858
2,760
3.99
7.16
72.3
183
2.84
300x200
32.7 28.4
149 147
201 200
9 8
14 12
18 18
41.68 36.19
662 572
949 802
3.99 3.97
4.77 4.71
55.2 48.2
94.4 80.2
2.91 2.83
300x150
18.4 16.0
150 149
150 149
6.5 5.5
9 8
13 13
23.39 20.40
464 393
254 221
4.45 4.39
3.29 3.29
40.0 33.8
33.8 29.7
3.41 3.26
Section Index mm
250x250
Depth of Flange Weight Section Width (A)] (B) kg/m mm mm 41.1 125 255 36.2 125 250 33.2 124 249 32.2 122 252
Thickness Corner Sectional Web Flange Radius Area (t1) (t2) (r) mm mm mm cm2 14 14 16 52.34 9 14 16 46.309 8 13 16 42.35 11 11 16 41.03
Moment of Inertia ix iy mm cm 589 1,940 412 1,820 364 1,670 445 1,470
Radius of Gyration Jx Jy cm4 cm4 3.36 6.09 2.99 6.29 2.93 6.29 3.29 5.98
Moment of Centre of Section Gravity Zx Zy Cx cm3 cm3 cm 59.4 152 2.58 39.5 146 2.08 34.9 134 1.98 45.3 117 2.39
250x175
22.1
122
175
7
11
16
28.12
289
492
3.20
4.18
29.1
56.3
2.27
250x125
14.8 12.8
125 124
125 124
6 5
9 8
12 12
18.83 16.34
248 208
147 127
3.63 3.57
2.79 2.79
25.6 21.3
23.5 20.5
2.78 2.63
Page 100
STEEL SECTION
200x200
32.8 28.1 24.9
104 100 100
202 204 200
10 12 8
16 12 12
13 13 13
41.85 35.77 31.77
251 256 184
1,100 851 801
2.45 2.67 2.41
5.13 4.88 5.02
29.5 32.4 22.3
109 83.4 80.1
1.91 2.09 1.73
200x150
15.3
97
150
6
9
13
19.51
125
254
2.53
3.61
15.8
33.8
1.79
200x100
10.7 9.10
100 99
100 99
5.5 4.5
8 7
11 11
13.58 11.59
114 94
67 57
2.90 2.84
2.22 2.21
14.8 12.1
13.4 11.5
2.29 2.14
175x175
20.1
87.5
175
7.5
11
12
25.61
115
492
2.12
4.38
15.9
56.2
1.55
175x125
11.6
84.5
125
5.5
8
12
14.83
74
131
2.24
2.97
10.9
20.9
1.63
175x90
9.05
87.5
90
5
8
9
11.52
71
49
2.48
2.06
10.4
10.8
1.93
150x150
15.8
75
150
7
10
11
20.07
66
282
1.82
3.75
10.8
37.6
1.37
150x100
10.5
74
100
6
9
11
13.42
52
75
1.96
2.37
8.84
15.1
1.55
150x75
7.01
75
75
5
7
8
8.925
43
25
2.18
1.66
7.46
6.59
1.79
Page 101
STEEL SECTION
125x125
11.9
62.5
125
6.5
9
10
15.16
35
147
1.52
3.11
6.91
23.5
1.19
125x60
6.61
62.5
60
6
8
9
8.418
28
15
1.81
1.32
5.96
4.86
1.64
100x100
8.60
50
100
6
8
10
10.95
16
67
1.21
2.47
4.03
13.4
1.00
100x50
4.65
50
50
5
7
8
5.925
12
7
1.41
1.12
3.18
2.96
1.228
STANDARD SECTION RAILS HEAVY RAILS Rail Section
P.S A.S A.S ARA-A B.S B.S B.S B.S
50 kg 37 kg 50 kg 1001 b 901 b 751 b 701 b 601 b
kg/m
Weight kg/ft
50.4 37.2 30.1 49.91 44.62 37.14 34.76 29.77
15.361 101.59 11.325 74.900 9.169 60.640 15.212 100.615 13.600 89.94 11.320 74.87 10.595 70.07 9.074 60.01
lb/yd
Rail Height A mm in 144.46 5.687 122.24 4.813 107.95 4.250 152.40 6.000 142.88 5 5/8 128.59 5 1/16 128.83 4 7/8 114.30 4 1/2
Base Width B mm in 127.0 5.000 122.24 4.813 60.33 2.375 139.70 5 1/2 136.53 5 3/8 122.24 4 13/16 117.48 4 5/8 109.54 4 5/16 Page 102
Head Width C mm in 67.87 2.672 62.71 2.469 30.95 1.219 69.85 2 3/4 66.68 2 5/8 61.91 2 7/16 60.33 2 3/8 57.15 2 1/4
Head Height D mm in 46.04 1.813 36.12 1.422 30.99 1.219 39.69 1 8/16 43.66 1 22/35 39.69 1 9/16 38.10 1 11/2 35.72 1 12/32
STEEL SECTION
B.S J.H.R. JIS JIS E.R. D.K.A
501 b 50 kg T 50 kg N 40 kg N 52 kg 41.5 kg
24.81 53.3 50.4 40.9 51.68 41.52
7.559 16.246 15.361 12.466 15.773 12.655
kg/m
Weight kg/ft
lb/yd
22.3 15.17 1217 10.08 8.94 5.98
6.794 4.624 3.709 3.072 2.725 1.823
44.934 30.581 24.534 20.320 18.022 12.055
LIGHT RAILS Rail Section
A.S. A.S. A.S. A.S. A.S. A.S.
22 kg 15 kg 2 kg 10 kg 9 kg 6 kg
49.99 106.84 101.59 82.45 104.32 83.70
The rail are cut length in the following range. Heavy Rail 10 m to 25 m Light Rail 5.5 m to 10 m
104.78 160.00 153.00 140.00 155.00 138.00
4 1/8 6.300 6.025 5.513 6.102 5.433
100.01 3 12/16 136.00 5.355 127.00 5.000 122.00 4.804 141.00 5.551 110.00 4.331
52.39 65.00 65.00 64.00 69.00 71.00
Rail Height A mm in 93.66 3.687 79.37 3.129 69.85 2.750 66.67 2.625 63.5 2.500 50.80 2.000
Base Width B mm in 93.66 3.687 79.37 3.129 69.85 2.750 66.67 2.625 63.50 2.500 50.80 2.000
Head Width C mm in 50.80 2.000 42.86 1.687 38.10 1.500 34.13 1.344 32.10 1.264 25.40 1.000
P.S. A.S. ARA.
2 1/16 2.558 2.559 2.520 2.717 2.795
32.94 46.00 40.00 41.00 49.00 40.50
1 16/64 1.811 1.929 1.614 1.929 1.594
Head Height D mm in 26.99 1.051 22.22 .875 19.85 .781 18.26 .719 17.48 .688 14.29 .563
Pennsylvania Railroad B.S. Britain Standards American Society of Civil Engineers J.H.R. Japan Nation Railway American Railroad Association E.R. Egyptian Railway Page 103
STEEL SECTION
D.K.A. Djavatan Kereta API Wep Thickess
Wep Height
t
F
mm 14.29
in 2.781
Sectional Area
Moment Redius of Modulus of Inertia Gyration of Section
in2 9.966
c in 2.709
e
7.331 5.936
2.299 2.051
2.512 2.201
Rail Section
3.059
l in4 41.801
i in 2.071
s in3 13.730
P.S.
50 kg
22.870 14.558
1.765 1.567
9.092 6.590
A.S. A.S.
37 kg 30 kg
.563
mm 70.64
13.49 12.30
.531 .484
64.69 57.55
2.517 2.266
cm2 64.3 47.3 47.3 38.3
14.29
9/16
85.72
3.3/8
63.58
9.855
2.752
3.248
13.89 13.10 12.70 11.11 9.92
35/64 33/64 1/2 7/16 25/64
78.58 70.25 64.47 61.91 56.76
3 7/32 219/64 221/32 27/16 218/64
56.95 47.41 44.37 38.00 31.68
8.828 7.349 6.878 5.890 4.910
2.769 2.454 2.325 2.190 2.051
2.946 2.609 2.540 2.310 2.110
16.00
.630
87.50
3.445
67.9
10.525
29.9
3.390
2.291
15.0
.591
74.00
2.913
64.2
9.951
2.827
3.197
2.177
2.210 38.45 25.36 22.17 16.26 11.44
Page 104
2.087 1.853 1.794 1.661 1.526
ARA-A 1001 b 13.05 9.72 8.73 7.04 5.43
B.S. B.S. B.S. B.S. B.S.
901 b 751 b 701 b 601 b 501 b
J.M.R. 50 kg T JIS
50 kg N
STEEL SECTION
14.00
.551
73.50
2.894
54.0
8.060
2.634
2.878
15.00
.591
78.00
3.071
65.92
10.218
2.874
3.228
50.00
2.217
15.56
13.50
.531
74.00
2.913
53.1
8.231
2.736
2.697
32.5
1.957
11.90 D.K.A. 41.5 kg
Wep Thickess
Wep Height
t
F
mm 10.72 8.33 7.54 6.35 5.90 4.75
.422 .328 .297 .250 .232 .188
mm 50.50 43.65 37.70 37.30 35.72 27.78
in 19.69 1.719 1.484 1.469 1.406 1.094
Sectional Area
cm2 28.4 19.3 15.8 12.6 11.4 7.6
in2 4.402 2.991 2.449 1.953 1.767 1.178
c in 1.781 1.532 1.340 1.266 1.215 .958
2.012
Moment Redius of Modulus of Inertia Gyration of Section
e 1.909 1.593 1.410 1.361 1.285 1.042
l in4 8.144 3.750 2.374 1.613 1.499 .744
STANDARD RAILS PECIFICATION QUALITY JIS E 11D1-1963 and Japanese National Railways Specitcation
Page 105
i in 1.358 1.114 .989 .904 .917 .795
s in3 4.247 2.355 1.683 1.185 1.167 .715
JIS
40 kg N
E.R.
52 kg
Rail Section
A.S. A.S. A.S. A.S. A.S. A.S.
22 kg 15 kg 12 kg 10 kg 9 kg 6 kg
STEEL SECTION
Spec.
Rail type
30kg
JIS
37kg 40kg N
50kg
C
Chemical Compostion (%) S Mn P
0.55 -0.70
0.60 -0.75
0.07 -0.35
0.60 -0.95
0.045 max
0.40 max.
0.60 -1.10
0.045 max.
50kg N JNR.S
50 T
0.60 -0.75
Note : JNR-S = Standard Japan National Rail
Tensil Propety Falling Weight Test S Tensile Elongation Falling Space Condition Strength distance between Supports 70kg/ 4.0m 0.914m head mm2 9% upward min. min 5.0m 0.914m head 0.050 upward max 75kg. 5.1m 0.914m head mm2 8% downward min min 5.3m 0.914m head downward 7.0m 0.914m head downward 0.045 80kg. 10% 8.5m 0.914m head max. mm2 min downward min
Najor Standard of Several Selectied Countries Standard
Rail type
C
Chemical Compostion (%) S Mn P
S
Tensil Propety Falling Weight Test Tensile Elongation Height Disstant Condition Weight Page 106
STEEL SECTION
ASTM A1-64
and Precess 61-80 lbs/yd
Strength 0.55 -0.68
81-90 lbs/yd
0.64 -0.77
91-120 lbs/yd
0.67 -0.80
121 lbs/yd and over
0.69 -0.82
0.60 -0.90
0.60 -0.90 0.10 -0.23
0.70 -1.00
0.04 max.
-
-
-
0.70 -1.00
72
of Drop between Supports Under 17 ft 106lus/yd (5.18m) 3ft (0.914m) 18 ft (5.49m) 106lbs/yd 91-100 and over; lbs/yd up toand 19 ft incl head (5.49m) 140lbs/yd upward 2,000lb 101-120 4ft (907kg) lbs/yd (1.219m) 20ft (6.10m) over 22 ft 140lbs/yd (6.71m) 4ft8in (1.422m) example
Page 107
STEEL SECTION
B.S.11 -1959-
Open hearth
0.50 -0.60
Basic open 0.40 U.I.C. hearth -0.55 860-0 -1963Basic 0.40 oxygen -0.60
860-0 Basic open -1961hearth 0.40 -0.55
0.08 -0.20
0.35 max.
0.07 -0.35
0.95 -1.25
0.80 -1.20
0.80 -1.20
0.060 max.
0.05 max.
0.05 max.
0.060 kg/mm2 max. (46t/in2) min.
0.05 max.
0.05 max.
70-85 kg/mm2
70 kg/mm2
11% min.
90A 3 1/2ft head 206 WT 23 1/2ft (1.0/m) upward (1.016kg) (7.16m)
one fall H=0.15P two falls head 14% H=0.105P 1,000m upward 1,000kg min. Note: H:Height P:Rail Weight Tender 12% by client min. Adminis -tration
1m
SPECIAL RAILS SECTIONS
Dimensions
Sectional Weight Moment Radius of Section Page 108
head upward 1,000kg
STEEL SECTION
Classification
P.R. P.R. P.R. C.R. C.R. HT E.R. E.R. Note:
70S 50S 75kg 74kg 101kg 45kg 24kg 13kg
A mm 148.0 135.0 117.0 95.0 105.0 177.8 90.5 63.5
B mm 140.0 127.0 140.0 200.0 220.0 148.4 127.0 89.0
C mm 65.3 64.0 68.0 100.0 120.0 69.9 19.0 19.0
t mm 35.0 25.0 68.0 60.0 72.0 14.3 9.5 9.5
Area A cm2 88.5 65.83 95.0 94.4 128.8 57.5 30.2 16.7
A cm2 69.5 51.7 74.5 74.1 101.1 45.1 23.7 13.1
of Inertia Gyration A A cm2 cm2 2,130 4.91 1,430 4.661 1,130 3.460 863.1 3.027 1,408 3.31 2,627 6.759 225.8 2.712 61.18 1.901
Modulus Z cm2 254 187 167.7 165.6 246 286.3 35.97 14.94
1. Third rail is same as ordinary rail in sections. 2. Demands for particular lengths are complied with.
CHARACTERISTICS, QUALITY, AND USES Classification Point Rail
Mark Characteristics P.R. Most suitable for turning at railway turnout points.
Specification Various domestic and foreign standards.
Use For turnout points
Third Rail
T.R. Excellent conductivity
Yawata's specification
For electric conduction
Page 109
STEEL SECTION
in subways etc. For cranes
Crane Rail
C.R. This rail's stable shape can bear heavy loads.
Various domestic and foreign standards.
HT Rail
HT
JIS E 1105
For street cars
Various domestic and foreign standards.
For elevators
Elevator Rail
This rail's height makes it suitable for use on road surfaces paved with cobble stones, etc. E.R. The top's greater width is designed to make it more suitable for elevator guide.
FISH PLATES SECTION
For For For For For
Classification
Type
JNR 50T rail JIS 40 kg N rail JIS 40 kg N rail JIS 50 kg P.S. rail JIS 37 kg A.S. rail
Angle Angle Angle Angle Angle
Thick- Lenght ness
mm 20.0 20.0 20.0 21.0 18.26
mm 820.0 560.0 560.0 560.0 560.0
A mm 70.0 70.0 70.0 89.5 89.5
Dimensions B C mm mm 130.0 160.0 130.0 160.0 130.0 160.0 127.0 127 127.0 127.0 Page 110
d mm 24.00 24.00 24.00 28.00 22.00
Weight
e mm kg/pair 24.00 45.4 24.00 28.6 24.00 25.2 28.00 28.0 29.00 17.2
STEEL SECTION
For For For For For For
JIS 30 kg A.S. rail BS 90 lb (R) rail BS 75 lb (R) rail BS 70 lb (R) rail BS 70 lb (R) rail BS 60 lb (R) rail
Angle
15.88 19.05 19.05 17.46 17.46 17.46
560.0 457.2 419.1 406.4 406.4 406.4
89.5 57.2 57.2 50.8 50.8 50.8
127.0 114.3 101.6 101.6 101.6 101.6
127.0 114.3 101.6 101.6 101.6 101.6
22.00 26.99 26.99 22.22 22.23 23.81
29.00 26.99 21.39 22.22 22.23 23.81
13.4 19.3 13.4 9.91 11.1 9.91
FISHPLATE FOR ORDINARY RAIL USE JIS E 1102-1963 and JNR Specification. Spec.
JIS
JNR-S
Fishplates Type
C For 30 kg, 37 kg, 0.35 rails -0.50 For 40 kg N 50 kg and 50 kg N rails 0.35
For 50 T rail
0.40
Chemical Composition (%) Si Mn P
0.40
-0.50
0.55
0.40
Tensile Property Tensile Strength Elongation
S
55 kg/mm2 min
18% min.
58 kg/mm2 min
15% min.
0.55 0.045 0.050 58 kg/mm2 min max. -1.00 max. max.
15% min.
0.55 0.045 0.050 max. -1.00 max. max.
Page 111
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HEAT TREATED FISHPLATES JIS E 1121-1963 and JNR Specification Classification
Tensile Strength
Elongation
Elongation
For 30 kg, 37 kg rail 70 kg/mm2 min. 12% min. 12% min. JIS For 40 kg N 50 kg and 50 kg N rail For 50 T rail JNR-S Note : Request for the specifications other than the above can be met.
TIE PLATES SECTIONS Classification
For JNR 50 kg rail (Type E) For BS 70 lb rail (Type B) For BS 70 lb rail (Type F)
Lenght Dimensions Weight mm/piece cm2 kg/price
160 190.5 190.5
45.0 33.9 31.9
5.27 4.73 4.45
JIS RAILS JIS E 1101 (1980)
Table 1. Types
Page 112
Elongation
12% min.
-
STEEL SECTION
Type 30 kg rail 37 kg rail 40 kg N rail 50 kg rail 50 kg N rail 60 kg rail
Remark Notation Calculated mass With fish-bolt holes Kg/m of without them 30 A 30.1 With fish-bolt holes None 37 A 37.2 With fish-bolt holes None 40 N 40.9 With fish-bolt holes None 50 PS 50.4 With fish-bolt holes None 50 N 50.4 With fish-bolt holes None 60 60.8 With fish-bolt holes None
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GAL SHEET
1219 3048 6.51 7.97 8.56 9.43
3658 7.82 9.56 10.3 11.3
6.74 8.20 8.78 9.66 11.1 12.6 15.5
8.09 8.84 10.5 11.6 13.3 15.1 18.6
18.6 24.5
22.4 29.4 Page 123
STEEL SECTION
30.3
36.4
9.29 10.2 11.6 13.1 16.0 18.9 24.8 30.6 36.4 42.3 48.1
11.2 12.2 14.0 15.7 19.2 22.7 29.7 36.7 43.7 50.7 57.7
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Modulus of Section cm3 Zx Zy 0.448 0.448 0.661 0.661 1.21 1.21 1.91 1.91 2.00 2.00 2.46 2.46 2.49 2.49 3.08 3.08 3.55 3.55 Page 133
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3.66 4.52 5.35 6.26 7.96 7.33 8.47 12.1 15.7 9.70 12.3 14.2 19.5 24.8 17.7 24.4 31.1 29.5 38.7 49.9 21.5 68.1
3.66 4.52 5.35 6.26 7.96 7.33 8.47 12.1 15.7 9.70 12.3 14.2 19.5 24.8 17.7 24.4 31.1 29.5 38.7 49.9 21.5 68.1 Page 134
STEEL SECTION
82.6 103 91.8 114 150 197 242 388 519
82.6 103 91.8 114 150 197 242 388 519
tan O
Modulus of Section cm3 Zx Zy 17.4 12.4 17.0 10.0 23.3 13.7 26.1 10.3 36.1 14.1 46.1 17.9
0.676 0.548 0.543 0.632 0.657 0.352
Page 135
s of Gyration Area cm
STEEL SECTION
0.505 0.501 0.361 0.357 0.439 0.435 0.431
Min iv 2.05 1.98 1.93 1.90 1.85 2.08 2.01
37.2 47.5 48.2 62.3 49.1 63.4 78.2
20.3 25.9 19.0 24.3 23.5 30.1 37.0
tan O
Modulus of Section cm3 Zx Zy 88.7 29.2 149 31.5 174 33.5 229 33.8 265 35.8 338 44.5 467 47.1
0.263 0.182 0.173 0.136 0.128 0.124 0.0996
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Modulus of Section Zx Zy cm3 cm3 (in3) (in3) 93.1 23.3 (5.681) (1.422) 127.5 32.3 (7.780) (1.971)
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Modulus of Section cm3 Zy 3.02 2.07
Centre of Shear cm Sx Sy 1.49 1.49 1.24 1.24 Page 149
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1.52 1.30 0.71 0.80
Modulus of Section cm3 Zy 5.00 3.66 1.73 1.28 0.55 1.69 0.839
1.24 0.99 0.74 0.41
1.24 0.99 0.74 2.70
Centre of Shear cm Sx Sy 0 0 0 0 0 0 0 0 0 0 0.00 1.38 0.00 1.86
Modulus of
Centre of Page 150
STEEL SECTION
Section cm3
Zx 21.3 16.1
Zy 9.25 7.13
Sx 0 0
Shear cm
Sy 0 0
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PIPE
CARBON STELL TUBES FOR GENERAL STRUCTURAL PURPOSE JIS G 3444 Thickness Weight diameter mm kg/m mm 21.7 27.2 34.0 42.7 48.6
60.5
76.3
89.1
101.6
114.3
2.0 2.0 2.3 2.3 2.3 2.8 2.3 2.8 3.2 2.3 3.2 4.0 2.8 3.2 4.0 2.8 3.2 4.0 3.2 4.0 5.0 3.2 3.6
0.972 1.24 1.41 1.80 2.29 2.76 2.63 3.16 3.58 3.30 4.52 5.57 5.08 5.77 7.13 5.96 6.78 8.39 7.76 9.63 11.9 8.77 9.83
Reference Cross- GeometricalModulus sectional moment of area of inertia section cm2 cm4 cm3 1.238 0.607 0.560 1.583 1.26 0.930 1.799 1.41 1.03 2.291 2.89 1.70 2.919 5.97 2.80 3.510 7.02 3.29 3.345 8.99 3.70 4.029 10.6 4.36 5.564 11.8 4.86 4.205 17.8 5.90 5.760 23.7 7.84 7.100 28.5 9.41 6.465 43.7 11.5 7.349 49.2 12.9 9.085 59.5 15.6 7.591 70.7 15.9 8.636 79.8 17.9 10.69 97.0 21.8 9.892 120 23.6 12.26 146 28.8 15.17 177 34.9 11.17 172 30.2 12.52 192 33.6
Page 227
Radius of Gyration of area cm 0.700 0.890 0.880 1.12 1.43 1.41 1.64 1.62 1.61 2.06 2.03 2.00 2.60 2.59 2.56 3.05 3.04 3.01 3.48 3.45 3.42 3.93 3.92
PIPE
139.8
165.2
190.7
216.3
267.4
318.5
355.6
406.4
4.5 5.6 3.6 4.0 4.5 6.0 4.5 5.0 6.0 7.0 4.5 5.0 6.0 7.0 4.5 6.0 7.0 8.0 6.0 7.0 8.0 9.0 6.0 7.0 8.0 9.0 6.3 8.0 9.0 12.0 9.0
12.2 15.0 12.1 13.4 15.0 19.8 17.8 19.8 23.6 27.3 20.7 22.9 27.3 31.7 23.5 31.1 36.1 41.1 38.7 45.0 51.2 57.4 46.2 53.8 61.3 68.7 54.3 68.6 76.9 102 88.2
15.52 19.12 15.40 17.07 19.13 25.22 22.72 25.16 30.01 34.79 26.32 29.17 34.82 40.40 29.94 39.61 46.03 52.35 49.27 57.27 65.19 73.06 58.91 68.50 78.04 87.51 69.13 87.36 98.00 129.5 112.4
234 41.0 283 49.6 357 51.1 394 56.3 438 62.7 566 80.9 734 88.9 808 97.8 952 115 109x10 132 144x10 120 126x10 132 149x10 156 171x10 179 168x10 155 219x10 203 252x10 233 284x10 263 421x10 315 486x10 363 549x10 411 611x10 457 719x10 452 831x10 552 941x10 591 105x102 659 105x102 593 132x102 742 147x102 828 191x102 108x10 222x102 109x10
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3.89 3.85 4.82 4.80 4.79 4.74 5.68 5.67 5.63 5.60 6.59 6.57 6.53 6.50 7.49 7.44 7.40 7.37 9.24 9.21 9.18 9.14 11.1 11.0 11.0 10.9 12.4 12.3 12.3 12.2 14.1
PIPE
457.2
12.0 16.0 19.0 9.0 12.0 16.0 19.0
117 154 182 99.5 132 174 205
148.7 196.2 231.2 126.7 167.8 221.8 261.6
289x102 347x102 435x102 318x102 416x102 540x102 629x102
142x10 184x10 214x10 140x10 182x10 236x10 275x10
14.0 13.8 13.7 15.8 15.7 15.6 15.5
JIS G 3444 (Continued) Outside diameter Thickness Weight mm mm mm 500
508.0
558.8
600
9.0 12.2 14.0 9.0 12.0 14.0 16.0 19.0 22.0 9.0 12.0 16.0 19.0 22.0 9.0 12.0 14.0
109 144 168 111 147 171 194 229 264 122 162 214 253 291 131 174 202
Referance Cross-sectional Gommerical moment Modulus of Area of lnertai Section mm2 cm4 cm3 138.8 418x102 167x10 184.0 548x102 219x10 213.8 632x102 253x10 141.1 439x102 173x10 187.0 575x102 226x10 217.0 633x102 261x10 247.3 749x102 295x10 291.9 874x102 344x10 335.9 994x102 391x10 155.5 588x102 210x10 206.1 771x102 276x10 272.8 101x103 360x10 322.2 118x103 421x10 371.0 134x103 479x10 167.1 730x102 243x10 221.7 958x102 320x10 257.7 111x103 369x10
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Radius of gyratice of Area cm 17.4 17.3 17.2 17.6 17.5 17.5 17.4 17.3 17.2 19.4 19.3 19.2 19.1 19.0 20.9 20.8 20.7
PIPE
609
700
711.2
812.8
914.4
1016.0
16.0 9.0 12.0 14.0 16.0 19.0 22.0 9.0 12.0 14.0 16.0 9.0 12.0 14.0 16.0 19.0 22.0 9.0 12.0 14.6 16.0 19.0 22.0 12.0 14.0 16.0 19.0 22.0 12.0 14.0 16.0
230 133 177 206 234 277 319 153 204 237 270 156 207 241 274 324 374 178 237 276 314 372 439 267 311 354 420 484 297 346 395
293.6 169.8 225.3 262.0 298.4 352.5 406.1 195.4 259.4 301.7 343.8 198.5 263.6 306.6 349.4 413.2 476.3 227.3 301.9 351.3 400.5 473.8 546.6 340.2 396.0 451.6 534.5 616.5 378.5 440.7 502.7
125x103 766x102 101x103 116x103 132x103 154x103 176x103 177x103 154x103 178x103 201x103 122x103 161x103 186x103 212x103 248x103 283x103 184x103 283x103 184x103 318x103 384x103 428x103 346x103 401x103 456x103 536x103 614x103 477x103 553x103 628x103
Page 230
418x10 251x10 330x10 381x10 432x10 505x10 576x10 333x10 439x10 507x10 575x10 344x10 453x10 524x10 594x10 696x10 796x10 452x10 596x10 690x10 782x10 919x10 105x102 758x10 878x10 997x10 117x102 134x102 939x10 109x102 124x102
20.7 21.2 21.1 21.1 21.0 20.9 20.8 24.4 24.3 24.3 24.2 24.8 24.7 24.7 24.6 24.5 24.4 28.4 28.3 28.2 28.2 28.1 28.0 31.9 31.8 31.8 31.7 31.5 35.5 35.4 35.4
PIPE
19.0 22.0
467 539
595.1 687.0
740x103 849x103
146x10 167x102
35.2 35.2
JIS G 3444 Mechanical Properties Class
Tensile Notation strength kg/mm2
Class Class Class Class Class
STK 30 STK 41 STK 51 STK 50 STK 55
1 2 3 4 5
30 41 51 50 55
min min min min min
Yidld point or yield strength kg/mm2 24 min 36 min 32 min 40 min
Tension Test
Elongation Test piece No.11 Test piece No.5 Test piece No.12 Horizontal Vertical direction direction 30 min 25 min 23 min 18 min 15 min 10 min 23 min 18 min 20 min 16 min
CARBON STEEL SQUARE PIPES FOR GENERAL STRUCTURAL PURPOSE JIS G 3466 (1966)
Dimension mm Unit Sectional Moment Modulus Radius Side Wall Weight Area of of of length Weight kg/m cm2 Inetrai Section Gyratice AxB t cm4 cm3 cm 300x300 6.0 54.7 69.63 9960 664 12.0 9960 664 12.0 300x300 4.5 41.3 52.67 7630 508 12.0 7630 508 12.0 250x250 8.0 59.5 75.79 7320 585 9.82
Page 231
Bending angle
90ํํ 90ํํ 90ํํ 90ํํ 90ํํ
Bending test
PIPE
250x250
6.0
45.2
57.63
250x250
5.0
38.0
48.36
200x200
8.0
46.9
59.79
200x200
6.0
35.8
45.63
175x175
6.0
31.1
39.63
175x175
5.0
26.2
33.36
150x150
6.0
26.4
33.63
150x150
5.0
22.3
28.36
150x150
4.5
20.1
25.67
125x125
6.0
21.7
27.63
125x125
5.0
18.3
23.36
125x125
4.5
16.6
21.17
125x125
3.2
12.0
15.33
100x100
4.5
13.1
16.67
100x100
4.0
11.7
14.95
7320 5670 5670 4810 4810 3620 3620 2830 2830 1860 1860 1590 1590 1150 1150 982 982 896 896 641 641 553 553 506 506 376 376 249 249 226 226
585 454 454 384 384 362 362 283 283 213 213 182 182 153 153 131 131 120 120 103 103 88.4 88.4 80.9 80.9 60.1 60.1 49.9 49.9 45.3 45.3
Page 232
9.82 9.92 9.92 9.97 9.97 7.78 7.78 7.88 7.88 6.86 6.86 6.91 6.91 5.84 5.84 5.89 5.89 5.91 5.91 4.82 4.82 4.86 4.86 4.89 4.89 4.95 4.95 3.87 3.87 3.89 3.89
PIPE
100x100
3.2
9.52
12.13
100x100
2.3
6.95
8.852
125x75
4.0
11.7
14.95
125x75
3.2
9.52
12.13
125x75
2.3
6.95
8.852
125x40
2.3
5.69
7.242
125x40
1.6
4.01
5.112
100x50
3.2
7.01
8.927
100x50
2.3
5.14
6.552
187 187 140 140 311 141 257 117 192 87.5 131 21.6 94.4 15.8 112 38.0 84.8 29.0
37.5 37.5 27.9 27.9 49.7 37.5 41.1 31.1 30.6 23.3 20.9 10.8 15.1 7.91 22.5 15.2 17.0 11.6
3.93 3.93 3.97 3.97 4.56 3.07 4.60 3.10 4.65 3.14 4.25 1.73 4.30 1.76 3.55 2.06 3.60 2.10
JIS G 3466 (Continued) Dimension mm Unit Sectional Moment Modulus Radius Side Wall Weight Area of of of length Weight kg/m cm2 Inertai Section Gyratice AxB t cm4 cm3 cm 100x40 2.3 4.78 6.092 73.9 14.8 3.48 17.5 8.77 1.70 100x40 1.6 3.38 4.312 53.6 10.7 3.52 12.9 6.44 1.73 100x20 2.3 4.06 5.172 51.9 10.4 3.17 3.64 3.64 0.839 100x20 1.6 2.88 3.672 38.1 7.61 3.22 Page 233
PIPE
90x45
3.2
6.25
7.967
90x45
2.3
4.60
5.862
90x90
3.2
8.51
10.85
90x90
2.3
6.23
7.932
80x80
3.2
7.51
9.567
80x80
2.3
5.50
7.012
75x75
3.2
7.01
8.927
75x75
2.3
5.14
6.552
60x60
3.2
5.50
7.007
60x60
2.3
4.06
5.172
60x60
1.6
2.88
3.672
50x50
3.2
4.50
5.727
50x50
2.3
3.34
4.252
50x50
1.6
2.38
3.032
200x200
6.0
26.4
33.63
2.78 80.2 27.0 61.0 20.8 135 135 101 101 92.7 92.7 69.9 69.9 75.5 75.5 57.1 57.1 36.9 36.9 28.3 28.3 20.7 20.7 20.4 20.4 15.9 15.9 11.7 11.7 1700 577
2.78 17.8 12.0 13.6 9.22 29.9 29.9 22.4 22.4 23.2 23.2 17.5 17.5 20.1 20.1 15.2 15.2 12.3 12.3 9.44 9.44 6.89 6.89 8.16 8.16 6.34 6.34 4.68 4.68 170 115
Page 234
0.870 3.17 1.84 3.23 1.88 3.52 3.52 3.56 3.56 3.11 3.11 3.16 3.16 2.91 2.91 2.95 2.95 2.30 2.30 2.34 2.34 2.37 2.37 1.89 1.89 1.93 1.93 1.96 1.96 7.12 4.14
PIPE
200x100
4.5
20.1
25.67
150x100
6.0
21.7
27.63
150x100
4.5
16.6
21.17
150x80
6.0
19.8
25.23
150x80
5.0
16.8
21.36
150x80
4.5
15.2
19.37
75x75
3.2
5.50
7.007
1330 455 835 444 658 352 710 264 614 230 563 211 50.8 22.8
133 90.9 111 88.8 87.7 70.4 94.7 66.1 81.9 57.5 75.0 52.9 13.5 10.1
JIS G 3466 (Continued)
7.20 4.21 5.50 4.01 5.58 4.08 5.31 3.24 5.36 3.28 5.39 3.30 2.69 1.80
Dimension mm Unit Sectional Moment Modulus Radius Side Wall Weight Area of of of length Weight kg/m cm2 Inetrai Section Gyratice AxB t cm4 cm3 cm 75x45 2.3 4.06 5.172 38.9 10.4 2.74 17.6 7.82 1.84 75x75 1.6 2.88 3.672 28.4 7.56 2.78 12.9 5.75 1.88 75x20 2.3 3.16 4.022 23.7 6.31 2.43 2.73 2.73 0.824 75x20 1.6 2.25 2.872 17.6 4.69 2.47 2.10 2.10 0.855 60x30 3.2 3.99 5.087 21.4 7.15 2.05 7.08 4.72 1.18 60x30 2.3 2.98 3.792 16.8 5.61 2.11 Page 235
PIPE
60x30
1.6
2.13
2.712
50x20
2.3
2.25
2.872
50x20
1.6
1.63
2.072
5.65 12.5 4.25 8.00 1.83 6.08 1.42
3.76 4.16 2.83 3.20 1.83 2.43 1.42
1.22 2.15 1.25 1.67 0.798 1.71 0.829
JIS G 3466 Mechanial Properties Class
Symbol Tensile Strength ka/mm2 STKR 41 41 min. STKR 50 50 min.
Class 1 Class 2
Yield point kg/mm2 25 min. 33 min.
Elongation (No.5 test piece) % 23 min. 23 min.
WELDED STEEL TUBING SQUARE TUBE RECTANGULAR TUBE Metric Size Dimension AxB 150x150 150x150 125x125 125x125 125x125 100x100 100x100 100x100
mm t 6.0 4.5 6.0 4.5 3.2 6.0 4.5 3.2
R 12 9 12 9 6.4 12 9 6.4
Sectional Weight Moment of Area Inertion mm2 kg/m tx cm2 ly cm4 33.63 26.4 1150 1150 25.67 20.2 896 896 27.63 21.7 641 641 21.17 16.6 506 506 15.33 12.0 379 379 21.63 17.0 312 312 16.67 13.1 249 249 12.13 9.52 187 187
Page 236
Radius of Gyration ix cm iy cm 5.84 5.84 5.91 5.91 4.82 4.82 4.89 4.89 4.97 4.97 3.80 3.80 3.87 3.87 3.93 3.93
Modulus of Section Zx cm3 153 120 103 80.9 60.6 62.4 49.9 37.5
PIPE
100x100 75x75 75x75 75x75 60x60 60x60 50x50 50x50 200x100 200x100 150x100 150x100 150x100 150x75 150x75 125x75 125x75 100x50 100x50 75x45 75x45
2.3 4.5 3.2 2.3 2.3 1.6 2.3 1.6 6.0 4.5 6.0 4.5 3.2 4.5 3.2 3.2 2.3 3.2 3 3.2 2.3
4.6 9 6.4 4.6 4.6 3.2 4.6 3.2 12 9 12 9 6.4 9 6.4 6.4 4.6 6.4 4.6 6.4 4.6
8.852 12.17 8.925 6.552 5.172 3.672 4.252 3.032 33.63 25.67 27.63 21.17 15.33 18.92 13.73 12.13 8.852 8.952 6.552 7.007 5.172
6.95 9.55 7.01 5.14 4.06 2.88 3.34 2.38 26.4 20.2 21.7 16.6 12.0 14.9 10.8 9.52 6.95 7.01 5.14 5.50 4.06
140 99 75.6 57.1 28.3 20.7 15.9 11.7 1700 1330 835 658 488 537 401 256 192 112 84.9 50.8 38.9
SQUARE TUBE Inch size (continued) Size & Wall Thickness
1/2x1/2
in
0.039 0.047 0.063
Weight
lb/ft 0.240 0.283 0.363
kg/ft 0.109 0.128 0.165
Area of Metal
140 99 75.6 57.1 28.3 20.7 15.9 11.7 577 455 444 352 262 182 124 117 87.5 38.0 29.0 22.8 17.6
3.97 2.85 2.91 2.95 2.34 2.37 1.93 1.97 7.12 7.20 5.50 5.58 5.64 5.33 5.41 4.60 4.65 3.55 3.60 3.69 2.74
3.97 2.85 2.91 2.95 2.34 2.37 1.91 1.97 4.14 4.21 4.01 4.08 4.14 3.10 3.01 3.10 3.14 2.06 2.10 1.81 1.85
Moment of section Inertal Modulus ix iy ix iy in2 in4 in4 in3 in3 0.0706 0.00249 0.00249 0.00996 0.00996 0.0833 0.00284 0.00284 0.0113 0.0113 0.107 0.00337 0.00337 0.135 0.135
Page 237
28.0 26.3 20.2 15.2 9.44 6.89 6.36 4.68 170 133 111 87.7 65.1 71.6 55.1 41.0 30.6 22.5 17.0 13.6 10.4
Radius of Gyration ix in 0.188 0.184 1.178
PIPE
0.072 5/8x5/8 0.039 0.047 0.063 0.072 3/4x3/4 0.039 0.047 0.063 0.072 7/8x7/8 0.039 0.047 0.063 0.072 1x1 0.047 0.063 0.072 0.078 0.095 0.120 0.125 1 1/4x1 1/4 0.047 0.063 0.072 0.078 0.095 0.120 0.125 1 1/2x 1 1/2 0.047 0.063 0.072 0.078
0.404 0.306 0.636 0.470 0.526 0.373 0.443 0.577 0.649 0.439 0.523 0.684 0.771 0.603 0.791 0.694 0.960 1.14 1.39 1.44 0.763 1.01 1.14 1.23 1.46 1.80 1.87 0.922 1.22 1.38 1.49
0.183 0.139 0.165 0.213 0.239 0.169 0.201 0.262 0.294 0.199 0.237 0.310 0.350 0.271 0.359 0.405 0.436 0.518 0.632 0.654 0.346 0.456 0.516 0.556 0.663 0.817 0.847 0.418 0.553 0.627 0.676
0.119 0.0901 0.107 0.138 0.155 0.114 0.130 0.170 0.191 0.129 0.154 0.201 0.227 0.177 0.233 0.263 0.282 0.336 0.410 0.424 0.224 0.296 0.335 0.362 0.431 0.530 0.849 0.271 0.359 0.407 0.438
0.00362 0.00513 0.00591 0.00724 0.00786 0.00920 0.0107 0.0133 0.0146 0.0149 0.0175 0.0219 0.0241 0.0267 0.0339 0.0375 0.0398 0.0457 0.0528 0.0537 0.0539 0.0692 0.0771 0.0822 0.0954 0.112 0.115 0.0952 0.123 0.138 0.147
Page 238
0.00362 0.0145 0.145 0.00513 0.0164 0.0164 0.00591 0.0189 0.0189 0.00724 0.0232 0.0232 0.00786 0.0252 0.0252 0.00920 0.0245 0.0245 0.0107 0.0285 0.0285 0.133 0.03555 0.03555 0.0146 0.0388 0.0388 0.0149 0.0352 0.0352 0.0175 0.0411 0.0411 0.0219 0.0515 0.0515 0.0241 0.0562 0.0562 0.0267 0.0535 0.0535 0.0339 0.0678 0.0678 0.0375 0.0751 0.0751 0.0398 0.0797 0.0797 0.0457 0.0913 0.0913 0.0528 0.106 0.106 0.0537 0.107 0.107 0.0539 0.0862 0.0862 0.0692 0.111 0.111 0.0771 0.123 0.123 0.0822 0.131 0.131 0.0954 0.153 0.153 0.112 0.180 0.180 0.115 0.184 0.184 0.0952 0.127 0.127 0.123 0.164 0.164 0.138 0.184 0.184 0.147 0.196 0.196
0.175 0.239 0.235 0.229 0.225 0.290 0.286 0.280 0.276 0.340 0.337 0.330 0.326 0.328 0.382 0.378 0.376 0.369 0.359 0.356 0.490 0.484 0.480 0.477 0.470 0.460 0.458 0.592 0.586 0.582 0.578
PIPE
0.095 0.120 0.125 0.120 0.156 0.1875 0.250
2x2
1.79 2.21 2.29 2.94 3.70 4.32 5.40
0.811 1.00 1.04 1.34 1.68 1.96 2.45
0.526 0.601 0.674 0.865 1.08 1.27 1.59
0.172 0.193 0.211 0.498 0.591 0.670 0.770
SQUARE TUBE Inch size (continued) Size & Wall Thickness in
0.120 0.125 0.180 0.1675 0.250 3x3 0.120 0.125 0.180 0.1875 0.250 3 1/2x3 1/2 0.120 0.125 0.180 0.1875 0.250 4x4 0.120 0.180 2 2/2x2 1/2
Weight
lb/ft 3.76 3.90 5.40 5.59 7.10 4.58 4.76 6.62 6.85 8.80 5.40 5.61 7.66 8.13 10.5 6.22 9.07
kg/ft 1.70 1.77 2.45 2.54 3.22 2.08 2.16 3.00 3.11 3.99 2.45 2.55 3.57 3.69 4.76 2.82 4.12
Area of Metal in2 1.11 1.19 1.59 1.64 2.09 1.35 1.40 1.95 2.02 2.59 1.59 1.65 2.31 2.39 3.09 1.83 2.64
0.172 0.193 0.211 0.498 0.591 0.670 0.770
Moment of Inertal ix iy in4 in4 1.02 1.02 1.06 1.06 1.38 1.38 1.42 1.42 1.69 1.69 1.83 1.83 1.90 1.90 2.52 2.52 2.60 2.60 3.15 3.15 2.98 2.98 3.09 3.09 4.16 4.16 4.30 4.30 5.28 5.28 4.54 4.54 6.27 6.27
Page 239
0.230 0.257 0.282 0.498 0.591 0.670 0.770
0.230 0.257 0.282 0.498 0.591 0.670 0.770
section Modulus ix iy in3 in3 0.820 0.820 0.847 0.847 1.11 1.11 1.14 1.14 1.36 1.36 1.22 1.22 1.26 1.26 1.68 1.68 1.73 1.73 2.01 2.01 1.70 1.70 1.77 1.77 2.38 2.38 2.46 2.46 3.02 3.02 2.27 2.27 3.14 3.14
0.572 0.566 0.560 0.759 0.741 0.726 0.696
Radius of Gyration ix in 0.963 0.961 0.934 0.930 0.900 1.17 1.16 1.14 1.13 1.10 1.37 1.37 1.34 1.34 1.31 1.57 1.54
PIPE
5x5
6x6
7x7
8x8
0.1875 0.250 0.3125 0.375 0.125 0.180 0.1875 0.250 0.3125 0.375 0.180 0.1875 0.250 0.3125 0.375 0.180 0.1875 0.250 0.3125 0.375 0.180 0.1875 0.250 0.3125 0.375
9.41 12.2 14.5 16.8 8.11 11.4 12.0 15.6 18.8 21.9 13.9 14.4 18.8 23.0 27.0 16.2 16.9 22.0 27.0 31.7 18.7 19.4 25.4 31.2 36.8
4.22 5.45 6.46 7.64 3.68 5.18 5.38 6.99 8.52 9.95 6.29 6.54 8.54 10.4 12.3 7.36 7.65 10.0 12.2 14.4 8.47 8.80 11.5 14.2 16.7
2.74 3.54 4.27 4.95 2.38 3.36 3.52 4.58 5.52 6.45 4.08 4.24 5.54 6.77 7.96 4.77 4.96 5.48 7.94 9.33 5.49 5.710 7.480 91.90 10.8
6.47 8.00 9.24 10.2 7.85 12.8 13.4 16.92 19.52 22.0 22.7 23.5 29.9 35.5 40.5 36.4 38.0 48.7 57.4 66.9 55.2 57.2 73.4 88.2 102
RECTANGULAR TUBE Inch size Size & Wall Thickness
Weight
Area of Metal
6.47 8.00 9.24 10.2 7.85 12.8 13.4 16.9 19.52 22.0 22.7 23.5 29.9 35.5 40.5 36.4 38.0 48.7 57.4 66.9 55.2 57.2 73.4 88.2 102
Moment of Inertal ix iy
Page 240
3.24 4.00 4.62 5.10 3.14 5.11 6.78 7.83 7.81 8.80 7.56 7.83 9.95 11.8 13.5 10.4 10.8 13.9 16.4 19.1 13.8 14.3 18.4 22.0 25.4
ix
3.24 4.00 4.62 5.10 3.14 5.11 6.78 7.83 7.81 8.80 7.56 7.83 9.95 11.8 13.5 10.4 10.8 13.9 16.4 19.1 13.8 14.3 18.4 22.0 25.4
section Modulus iy
1.54 1.50 1.47 1.44 1.8 1.95 1.95 1.92 1.88 185 2.36 2.35 2.32 2.29 2.26 2.76 2.76 2.74 2.69 2.68 3.17 3.17 3.13 3.10 3.06
Radius of Gyration ix
PIPE
1/2 x1
1x1 1/2
1x2
2x3
2x4
2x4
in
0.039 0.47 0.063 0.047 0.063 0.078 0.095 0.109 0.120 0.047 0.063 0.072 0.078 0.095 0.120 0.128 0.120 0.125 0.180 0.1785 0.250 0.3125 0.120 0.125 0.180 0.1875 0.250 0.3125
lb/ft 0.361 1.428 0.559 0.763 1.01 1.23 1.46 1.66 1.80 0.922 1.22 1.38 1.49 1.79 2.21 2.34 3.76 3.90 5.40 5.59 7.10 8.44 4.58 4.76 6.62 6.85 8.80 10.6
kg/ft 0.164 0.194 0.254 0.346 0.456 0.556 0.663 0.751 0.817 0.418 0.553 0.627 0.676 0.811 1.00 1.06 1.70 1.77 2.45 2.54 3.22 3.83 2.08 2.16 3.00 3.11 3.99 4.79
in2 0.110 0.130 0.170 0.224 0.296 0.360 0.431 0.487 0.530 0.271 0.359 0.407 0.438 0.526 0.650 0.688 1.11 1.15 1.59 1.64 2.09 2.48 1.35 1.40 1.95 2.02 2.59 3.11
in4 0.00454 0.00521 0.00642 0.0374 0.0478 0.0564 0.0652 0.0716 0.0761 0.0482 0.0616 0.0686 0.0731 0.0947 0.0995 0.104 0.711 0.734 0.952 0.977 1.15 1.26 0.923 0.954 1.25 1.29 1.54 1.71
Page 241
in4 0.0138 0.0161 0.0201 0.0716 0.0905 0.107 0.125 0.140 0.148 0.142 0.184 0.206 0.221 0.259 0.310 0.325 1.34 1.38 1.81 1.86 2.21 2.44 2.73 2.82 1.75 3.87 4.69 5.32
in3 0.0181 0.0210 0.0257 0.0748 0.0954 0.113 0.130 0.143 0.152 0.0964 0.123 0.137 0.146 0.169 0.199 0.207 0.711 0.734 0.952 0.977 1.15 1.26 0.923 0.954 1.25 1.29 1.54 1.71
in3 0.0186 0.0321 0.0401 0.0955 0.121 0.143 0.167 0.186 0.198 0.142 0.184 0.206 0.221 0.259 0.310 0.325 0.890 0.920 1.20 1.24 1.47 1.63 1.36 1.41 1.88 1.93 2.35 2.66
in 0.203 0.201 0.194 0.408 0.402 0.396 0.389 0.379 0.422 0.414 0.411 0.408 0.401 0.391 0.388 0.802 0.800 1.775 0.775 0.771 0.742 0.714 0.828 0.826 0.802 0.798 0.770 0.743
PIPE
RECTANGULAR TUBE Inch size (contiunued) Size & Wall Thickness
2x5
2x6
1/2x4 1/2
3x4
3x5
in
0.120 0.129 0.180 0.1875 0.250 0.120 0.125 0.180 0.1875 0.120 0.125 0.180 0.187 0.250 0.120 0.125 0.180 0.1875 0.250 0.3125 0.125 0.180 0.1875 0.250 0.3125 0.375
Weight
lb/ft 5.39 5.60 7.84 8.14 10.5 6.16 6.41 8.97 9.31 5.39 5.60 7.84 8.14 10.9 5.40 5.61 7.86 8.13 10.5 12.7 6.46 9.07 9.41 12.2 14.5 16.8
kg/ft 2.45 2.55 3.57 3.69 4.76 2.80 2.93 4.12 4.22 2.45 2.55 3.57 3.69 4.76 2.45 2.55 3.57 3.69 4.76 5.76 2.93 4.12 4.22 5.45 6.46 7.64
Area of Metal in2 1.59 1.65 2.31 2.39 3.09 1.81 1.88 2.64 2.74 1.59 1.65 2.31 2.39 3.09 1.59 1.65 2.31 2.39 3.09 3.73 1.84 2.67 2.73 3.54 4.27 4.95
Moment of Inertal ix iy in4 in4 1.14 4.79 1.17 4.96 1.55 6.67 1.60 6.89 1.92 8.48 1.34 7.53 1.38 7.80 1.82 10.5 1.87 10.8 1.71 4.24 1.76 4.39 2.36 5.92 2.43 6.11 2.96 7.54 2.33 3.65 2.41 3.76 3.24 5.07 3.34 5.23 4.10 6.45 4.71 7.45 3.27 6.38 3.99 8.84 4.06 8.94 4.92 11.0 5.66 12.7 6.21 14.0
Page 242
section Modulus ix iy in3 in3 1.14 1.92 1.17 1.98 1.55 2.67 1.60 2.75 1.92 3.39 1.34 2.51 1.38 2.60 1.82 3.50 1.87 3.61 1.36 1.88 1.41 1.95 1.88 2.63 1.94 2.72 2.37 3.35 1.55 1.82 1.61 1.88 2.16 2.53 2.23 2.62 2.74 3.23 3.14 3.72 2.18 2.55 2.26 3.53 2.70 3.58 3.28 4.38 3.77 5.07 4.14 5.59
Radius of Gyration ix in 0.846 0.844 0.820 0.186 0.789 0.858 0.856 0.831 0.827 3.28 3.27 3.20 3.18 3.10 1.21 1.21 1.19 1.18 1.15 1.12 1.33 1.22 1.22 1.18 1.15 1.12
PIPE
3x6
0.125 0.180 0.1875 0.250 0.3125 0.375 0.125 0.180 0.1875 0.250 0.3125 0.375
4x6
7.25 10.2 10.6 13.7 16.74 19.4 8.11 11.4 11.9 15.4 18.8 21.9
3.29 4.63 4.80 6.22 7.56 8.80 3.68 5.18 5.38 6.99 8.52 9.95
2.13 3.00 3.11 4.04 4.90 5.70 2.38 3.36 3.49 4.54 5.52 6.45
3.42 4.61 4.76 5.88 6.79 7.51 6.52 8.90 9.20 11.5 13.5 15.2
9.97 13.5 14.0 17.4 20.3 22.7 12.1 16.6 17.2 21.6 25.4 28.6
RECTANGULAR TUBE Inch size (contiunued) Size & Wall Thickness
4x7
4x8
5x7
in
0.1875 0.250 0.3125 0.375 0.180 0.1875 0.250 0.3125 0.375 0.180 0.1875 0.250
Weight
lb/ft 13.1 17.1 20.9 24.5 13.9 14.4 18.8 23.0 27.0 13.9 14.4 18.8
kg/ft 5.96 7.77 9.48 11.1 6.29 6.54 8.54 10.4 12.3 6.29 6.54 8.54
Area of Metal in2 3.86 5.04 6.15 7.20 4.08 4.24 5.54 6.77 7.96 4.08 4.24 5.24
Moment of Inertal ix iy in4 in4 10.6 25.0 13.3 31.7 15.6 37.5 17.6 42.5 11.5 33.6 11.9 34.8 15.0 14.2 17.8 52.6 20.1 59.9 17.0 28.4 17.6 29.4 22.3 37.4
Page 243
2.28 3.07 3.17 3.92 4.53 5.01 3.26 4.45 4.60 5.76 6.75 7.58
3.32 4.52 4.67 5.82 6.78 7.56 4.04 5.53 5.72 7.19 8.46 9.54
section Modulus ix iy in3 in3 5.28 7.15 6.64 9.04 7.81 10.7 8.81 12.1 5.76 8.41 5.96 8.71 7.52 11.1 8.88 13.1 10.0 15.0 6.78 8.11 7.09 8.40 8.90 10.7
1.27 1.27 1.24 1.21 1.18 1.15 1.65 1.63 1.62 1.59 1.56 1.53
Radius of Gyration ix in 1.65 1.62 1.59 1.56 1.68 1.68 1.65 1.62 1.59 2.04 2.04 2.00
PIPE
6x8
0.3125 0.375 0.180 0.1875 0.250 0.3125 0.375
23.0 27.0 16.2 16.9 22.7 27.0 31.7
10.4 12.3 7.36 7.65 10.0 12.2 14.4
6.77 7.96 4.77 4.96 6.48 7.94 9.33
26.4 30.0 28.5 29.6 37.6 44.8 51.2
44.4 50.7 44.2 45.8 58.4 69.7 79.7
10.6 12.0 9.51 9.85 12.5 14.9 17.1
12.7 14.5 11.0 11.4 14.6 17.4 19.9
1.97 1.95 2.45 2.44 2.41 2.38 2.34
CARBON STEEL PIPES FOR ORDINSRY PIPING JIS G 3452 Nominal A B 6 8 10 15 20 25 32 40 50 65 80 90 100 125 150 175 200
1/8 1/4 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 7 8
Outside diameter mm 10.5 13.8 17.3 21.7 27.2 34.0 42.7 48.6 60.5 76.3 89.1 101.6 114.3 139.8 165.2 190.7 216.3
Tolerance on outside diameter Wall Tolerance on Pipes to be threaded Other Thickness wall thickness with taper threads pipes mm + 0.5 mm + 0.5 mm 2.0 + 0.5 mm + 0.5 mm 2.3 + 0.5 mm + 0.5 mm 2.3 + 0.5 mm + 0.5 mm 2.8 + 0.5 mm + 0.5 mm 2.8 + 0.5 mm + 0.5 mm 3.2 + 0.5 mm + 0.5 mm 3.5 + 0.5 mm + 0.5 mm 3.5 + 0.5 mm + 1% 3.8 + not specified + 0.7 mm + 1% 4.2 - 12.5% + 0.8 mm + 1% 4.2 + 0.8 mm + 1% 4.2 + 0.8 mm + 1% 4.5 + 0.8 mm + 1% 4.5 + 0.8 mm + 1% 5.0 + 0.9 mm + 1% 5.3 + 1.0 mm + 1% 5.8
Page 244
PIPE
225 250 300 350 400 450 500
9 10 12 14 16 18 20
241.8 267.4 318.5 355.6 406.4 457.2 508.0
+ 1.2 mm + 1.3 mm + 1.5 mm -
+ 1% + 1% + 1% + 1% + 1% + 1% + 1%
6.2 6.6 6.9 7.9 7.9 7.9 7.9
CARBON STEEL PIPES FOR PRESSURE SERVICE JIS G 3454 Nominal
Outside Schedute 10 diameter Wall Hydrostatic Thickness Weight test presure kg/cm2(bar) mm mm kg/m class class 2 3
A
B
6
1/8
10.5
8
1/4
13.8
10
3/8
17.3
15
1/2
21.7
20
3/4
27.2
25
1
34.0
Page 245
Schedute 20 Wall Hydrostatic Thickness Weight test presure kg/cm2(bar) mm kg/m class 2
PIPE
32
11/4
42.7
40
11/2
48.6
50
2
60.5
3.2
4.52
65
21/2
76.3
4.5
7.97
80
3
89.1
4.5
9.39
90
31/2
101.6
4.5
10.8
100
4
114.3
4.9
13.2
125
5
139.8
5.1
16.9
150
6
165.2
5.5
21.7
200
8
216.3
6.4
33.1
250
10
267.4
6.4
41.2
300
12
318.5
6.4
49.3
350
14
355.6
6.4
55.1
7.9
67.7
400
16
406.4
6.4
63.1
7.9
77.6
450
18
457.2
6.4
71.1
7.9
87.5
500
20
508.0
6.4
79.2
9.5
117
50 (49.0) 50 (49.0) 50 (49.0) 50 (49.0)
Page 246
50 (49.0) 50 (49.0) 50 (49.0) 50 (49.0)
70 (68.6) 70 (68.6) 70 (68.6) 100 (98.07) 100 (98.07) 100 (98.07) 100 (68.6) 70 (68.6) 70 (68.6) 50 (49.0) 50 (49.0) 50 (49.0) 50 (49.0) 50 (49.0)
PIPE
550
22
558.8
6.4
87.2
600
24
609.6
6.4
95.2
650
26
660.4
7.9
103
40 (39.2) 40 (39.2) 40 (39.2)
40 (39.2) 40 (39.2) 40 (39.2)
9.5
129
9.5
141
12.7
203
50 (49.0) 50 (49.0) 50 (49.0)
ARC WELDED CARBON STEEL PIPES JIS G 3457 (1978)
USED FOR PIPING FOR STEAM, WATER, OIL, GAS, AIR, ETC. OF COMPARATIVELY LOW WORKING PRESSURE Nominal diameter A 350 400 450 500 550 600 650 700 750 800 850 900 1000 1100 1200 1350
B
14 16 18 20 22 24 26 28 30 32 34 36 40 44 48 54
Wall Outside thickness dia mm mm 355.6 406.4 457.2 508.0 558.8 609.6 660.4 711.2 762.0 812.8 863.6 911.4 1016.0 1117.6 1219.2 1371.6
6.0
6.4
7.1
7.9
8.7
9.5
51.7 59.2 66.8 71.3 81.8 89.3 96.8 104
55.1 63.1 71.1 79.2 87.2 95.2 103 111 119 127
61.0 66.9 78.8 87.7 96.6 105 114 123 132 141
67.7 77.6 87.5 97.4 107 117 127 137 147 157 167 177 196
107 118 129 140 151 162 173 183 194 216
117 129 141 152 164 176 188 200 212 236 260 283
Page 247
PIPE
1500 1600 1800 2000
60 64 72 80
1524.0 1625.6 1828.8 2032.0
JIS G 3457 Mechanical Properties Class
Are welede carbon steel pipe
Symbol
Tesile strength
Tension test Yield point of proof stress
STPY 41
kg/mm2 (N/mm2) 41 min. (402) min.
kg/mm2 (N/mm2) 23 min. (226) min.
Elongation % No.5 test piece Transverse
18 min.
Carbon Steel Pipes For High Temperature Service JIS G 3456 (1978)
Steel Pipes For Low Temperature Service JIS G 3460 (1978) Alloy Steel Pipes JIS G 3458 (1978) Nomal diameter A 6 8 10 15 20
B
1/8 1/4 3/8 1/2 3/4
Norminal wall thickness Outside Schedule 10 Schedule 20 Schedule 30 Schedule 40 diameter Wall Weight Wall Weight Wall Weight Wall mm thickness thickness thickness thickness mm kg/m mm kg/m mm kg/m mm 10.5 1.7 13.8 2.2 17.3 2.3 21.7 2.8 27.2 2.9
Page 248
PIPE
25 32 40 50 65 80 90 100 125 150 200 250 300 350 400 450 500
1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20
34.0 42.7 48.6 60.5 76.3 89.1 101.6 114.3 139.8 165.2 216.3 267.4 318.5 355.6 406.4 457.2 508.0
6.4 6.4 6.4 6.4
55.1 63.1 71.1 79.2
6.4 6.4 6.4 7.9 7.9 7.9 9.5
33.1 41.2 49.3 67.7 77.6 87.5 117
7.0 7.8 8.4 9.5 9.5 11.1 12.7
36.1 49.9 64.2 81.1 93.0 122 155
3.4 3.6 3.7 3.9 5.2 5.5 5.7 6.0 6.6 7.1 8.2 9.3 10.3 11.1 12.7 14.3 15.1
JIS G 3456 JIS G 3460 JIS G 3458 Continued Norminal wall thickness Schedule 80 Schedule 100 Schedule 120 Schedule 140 Schedule 160 Wall Weight Wall Weight Wall Weight Wall Weight Wall Weight thickness thickness thickness thickness thickness mm kg/m mm kg/m mm kg/m mm kg/m mm kg/m 2.4 0.170 3.0 0.799 3.2 1.11 3.7 1.64 4.7 1.97
Page 249
PIPE
3.9 4.5 4.9 5.1 5.5 7.0 7.6 8.1 8.6 9.5 11.0 12.7 15.1 17.4 19.0 21.4 23.8 26.2
2.24 3.27 4.57 5.47 7.46 12.0 15.3 18.7 22.4 30.5 41.8 63.8 93.9 129 158 203 254 311
15.1 18.2 21.4 23.8 26.2 29.4 32.5
74.9 112 157 195 246 310 380
11.1 12.7 14.3 18.2 21.4 25.4 27.8 30.9 34.9 38.1
28.2 39.8 53.2 88.9 130 184 225 286 363 441
20.6 25.4 28.6 31.8 36.5 39.7 44.4
STAINLESS STEEL PIPES JIS G 3459 (1978) Nomal diameter A 6 8 10 15 20 25
B
1/8 1/4 3/8 1/2 3/4 1
Outside Schedule 5 S Schedule 10 S diameter Wall Weight Wall Weight mm thickness thickness mm kg/m mm kg/m 10.5 1.0 0.234 1.2 0.275 13.8 1.2 0.373 1.65 0.494 17.3 1.2 0.476 1.65 0.637 21.7 1.65 0.816 2.1 1.02 27.2 1.65 1.04 2.1 1.30 34.0 1.65 1.32 2.8 2.15
Page 250
99.4 152 204 254 333 409 508
5.5 6.4 6.4 7.1 8.7 9.5 11.1 12.7 13.5 15.9 18.2 23.0 28.6 33.3 35.7 40.5 45.2 50.0
2.94 4.36 5.73 7.27 11.1 15.6 21.4 27.8 33.6 48.6 66.0 110 168 234 282 365 459 565
Norminal wall thickness Schedule 20 S Schedule 40 Wall Weight Wall thickness thickness mm kg/m mm 1.5 0.333 1.7 2.0 0.582 2.2 2.0 0.755 2.3 2.5 1.18 2.8 2.5 1.52 2.9 3.0 2.29 3.4
PIPE
32 40 50 65 80 90 100 125 150 200 250 300 350 400 450 500
1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20
42.7 48.6 60.5 76.3 89.1 101.6 114.3 139.8 165.2 216.3 267.4 318.5 355.6 406.4 457.2 508.0
1.65 1.65 1.65 2.1 2.1 2.1 2.1 2.8 2.8 2.8 3.4 4.0 -
1.67 1.91 2.39 3.84 4.51 5.15 5.81 9.46 11.2 14.7 22.1 31.0 -
2.8 2.8 2.8 3.0 3.0 3.0 3.0 3.4 3.4 4.0 4.0 4.5 -
2.76 3.16 3.98 5.42 6.37 7.29 8.23 11.4 13.6 20.9 26.0 34.8 -
3.0 3.0 3.5 3.5 4.0 4.0 4.0 5.0 5.0 6.5 6.5 6.5 -
2.94 3.37 4.92 6.28 8.39 9.63 10.9 16.6 19.8 33.6 41.8 50.0
3.6 3.7 3.9 5.2 5.5 5.7 6.0 6.6 7.1 8.2 9.3 10.3 11.1 12.7 14.3 15.1
EXTRACTS OF AOILINE PIPES SPECIFICATION Extracts of API Line Pipe Specification (1)
Appli- Analysis cation
Grade
5L
A B
X-42
Line Pipe
Chemical Requirement (%)
C mix.
Mn max.
P max.
S max.
Cb min.
V min.
L
0.22
0.90
0.04
0.05
-
-
L
0.27
1.15
0.04
0.05
-
-
0.04
0.05
-
-
L
0.29
(2)
1.25
Page 251
(2)
PIPE
X-46
5LX
X-52
X-56
HightTest Line Pipe
L
L
0.31
0.26
(2)
(2)
1.35
1.35
(2)
(2)
0.04
0.04
0.05
0.05
-
-
(3) (3) 0.005 0.02
X-60 X-65
By agreement
Notes (1) L = Ladle Analysis (2) For each reduction of 0.01 % belor the specified maximum carbon content,an increase of 0.05 % manganese above the specified maximum is permissible, up to maximum of 1.45 % (3) Either Cb,V,Ti,or a combination thereof, shall be used. (4) For pipe less than 20 in. OD.
Hydrostatic Test P= 2St or 2800 pis D whichever is smaller
(5) The minimum elogation in 2 inches shall be folloring formula: e - 625,000
Where:e = minimum elongation in 2 inches in A = cross section area of the tensile test spedci of 0.75 square inch,whichever is smaller. U = specified tensile strength,psi.
Permissible Variation in Dimension and Weight Outside Diameter Wall Thickness Weight
Page 252
PIPE
Std: S=0.60XY.P. Alt: S=0.75XY.P.
Pipe boby D<1.900in. +0.016 in -0.031 in 23/8in.
P= 2St or 3000 pis D whichever is smaller :S=0.60XY.P. 4 1/2(Std) :S=0.75XY.P. 4 1/2(Alt) :S=0.75XY.P. 6 5/6 and 8 5/8 :S=0.85XY.P. 10 3/4 to 18 S=fiber stress Y.P.=specified minimum yield strength, psi
Single Lengths: D<2 7/8in. * standard-weight, +20.0% * regular-weight -12.5 * extra-strong * double-extra-strong D=3 1/2in. +18.0% -12.5 * special plain * special light-weight
For a distance of 4 in. from the end D<10 3/4in. +1/16 in -1/64 in
D>4in. +15.0% Carload Lot (min.40,000 lb) -12.5
D>12 3/4in. +3/12 in -1/32 in
(6) Tolerance on Lengths Plain - End Pipe Single random lengths Double random lengths As agreed upon lengths in excess of 20 ft. Threaded-and Coupled -Pipe Single random lengths Double random lengths
Shortest Length
Shortest Length
Shortest Length
Shortest Length
9'-0"(2.74m) 14'-0"(4.27m) 40% of averge
-
17'-6"(5.33m) 35'-0"(10.67m) -
16'-0"(4.88m) 22-0"(6.71m)
18'-0"(5.49m) -
26'-3"(8.00m) 75% of averge agreed upon -
DIMENSION, WEIGHT AND TEST PRESSURE OF API LINE PIPE Page 253
35-0"(10.67m)
PIPE
API 5L Standard Weight Theraded Line Pipe Dimensions, Weight and Test Pressures of API Line Pipe API 5L Standard Weight Theraded Line Pipe Nominal Sze in. 1/8 1/4 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 8 10 10 10 12 12 14
Outside Diameter in. mm 0.405 10.3 0.540 13.7 0675 17.1 0.840 21.3 1.050 26.7 1.315 33.4 1.660 42.2 1.900 48.3 2 3/8 60.3 2 7/8 73.0 3 1/2 88.9 4 101.6 4 1/2 114.3 5 9/16 141.3 6 5/8 168.3 8 5/8 219.1 8 5/8 219.1 10 3/4 273.0 10 3/4 273.0 10 3/4 273.0 12 3/4 323.8 12 3/4 323.8 14 355.6
Wall Thickness in. mm 0.068 1.73 0.088 2.24 0.091 2.31 0.109 2.77 0.113 2.87 0.133 3.38 0.140 3.56 0.145 3.68 0.154 3.91 0.203 5.16 0.216 5.49 0.226 5.74 0.237 6.02 0.258 6.55 0.280 7.11 0.277 7.04 0.322 8.18 0.279 7.09 0.307 7.80 0.365 9.27 0.330 8.38 0.375 9.52 0.375 9.52
Weight
lbs/ft 0.25 0.43 0.57 0.86 1.14 1.70 2.30 2.75 3.75 5.90 7.70 9.25 11.00 15.00 19.45 25.55 29.35 32.75 35.75 41.85 45.45 51.15 57.00
Page 254
kg/m 0.37 0.64 0.85 1.28 1.70 2.53 3.43 4.10 5.59 8.79 11.47 13.78 16.38 22.34 28.97 38.06 43.72 48.78 53.25 62.34 67.70 76.19 84.90
kg/ft 0.11 0.20 0.26 0.39 0.52 0.77 1.04 1.25 1.70 2.68 3.50 4.20 4.99 6.81 8.83 11.6 13.32 14.87 16.23 19.00 20.63 23.22 25.88
Test Pressure pis Grade A Grade B 700 700 700 700 700 700 700 700 700 700 700 700 1000 1100 1000 1100 1000 1100 1000 1100 1000 1100 1200 1300 1200 1300 1200 1300 1200 1300 1160 1350 1340 1570 930 1090 1030 1200 1220 1430 930 1090 1060 1240 960 1120
PIPE
API 5L Plan-End Line Pipe
STD : Standard SX : Extra Strong XXA : Double Extra Strong # Special Sizes
Nominal Sze in. 1/8
Outside Diameter in. mm 0.405 10.3
1/4
0.540
13.7
3/8
0.675
17.1
1/2
0.840
21.3
3/4
1.050
26.7
1
1.315
33.4
1 1/4
1.660
42.2
1 1/2
1.900
48.3
2
2 3/8
60.3
in. 0.068 0.095 0.088 0.119 0.091 0.126 0.109 0.147 0.294 0.113 0.154 0.308 0.133 0.179 0.358 0.140 0.191 0.382 0.145 0.200 0.400 0.154 0.218 0.436
Wall Thickness mm 1.73 2.41 2.24 3.02 2.31 3.20 2.77 3.73 7.47 2.87 3.91 7.82 3.38 4.55 9.09 3.56 4.85 9.70 3.68 5.08 10.16 3.91 5.54 11.07
Weight Sch No. 40(STD) 80(XS) 40(STD) 80(XS) 40(STD) 80(XS) 40(STD) 80(XS) (XXS) 40(STD) 80(XS) (XXS) 40(STD) 80(XS) (XXS) 40(STD) 80(XS) (XXS) 40(STD) 80(XS) (XXS) 40(STD) 80(XS) (XXS)
Page 255
lbs/ft 0.24 0.31 0.42 0.54 0.57 0.74 0.85 1.09 1.71 1.13 1.47 2.44 1.68 2.17 3.66 2.27 3.00 5.21 2.72 3.63 6.41 3.65 5.02 9.03
kg/m 0.36 0.46 0.62 0.80 0.85 1.10 1.27 1.62 2.55 1.68 2.19 3.63 2.50 3.23 5.45 3.38 4.46 7.76 4.05 5.40 9.55 5.44 7.47 13.45
kg/ft 0.11 0.14 0.19 0.25 0.26 0.34 0.39 0.49 0.78 0.51 0.67 1.11 0.76 0.99 1.66 1.03 1.36 2.37 1.23 1.65 2.91 1.66 2.28 4.10
Test Pressure psi Grade A Std 700 850 700 850 700 850 700 850 1000 700 850 1000 700 850 1000 1200 1800 2200 1200 1800 2200 2300 2500 2500
PIPE
2 1/2
2 7/8
73.0
0.203 0.276 0.552
(Continued) Nominal Sze in.
3
3 1/2
4
Outside Diameter in. mm
3 1/2
4
4 1/2
88.9
101.6
114.3
in. * 0.125 *0.156 0.188 0.216 0.250 0.281 0.300 0.600 *0.125 *0.156 *0.188 *0.226 *0.250 *0.281 0.318 *0.125 *0.141 *0.156 0.172 0.188 0.203 0.219 0.237
5.16 40(STD) 7.01 80(XS) 14.02 (XXS)
Wall Thickness mm 3.18 3.96 4.78 5.49 6.35 7.14 7.62 15.24 3.18 3.96 4.78 5.74 6.35 7.14 8.08 3.18 3.58 3.96 4.37 4.78 5.16 5.56 6.02
5.79 7.66 13.70
8.62 11.40 20.41
2.63 3.48 6.22
2500 2500 2500
kg/ft 2.05 2.53 3.02 3.44 3.94 4.39 4.65 8.44 2.35 2.91 3.47 4.14 4.54 5.07 5.68 2.65 2.98 3.29 3.61 3.93 4.23 4.54 4.90
Test Pressure psi Grade A Std 1290 1600 1930 2220 2500 2500 2500 2500 1120 1400 1690 2030 2250 2530 2800 1000 1130 1250 1380 1500 1620 1750 1900
Weight Sch No.
40(STD)
80(XS) (XXS)
40(STD)
80(XS)
40(STD)
Page 256
lbs/ft 4.51 5.57 6.65 7.58 8.68 9.66 10.25 18.54 5.17 6.40 7.65 9.11 10.01 11.16 12.50 5.84 6.56 7.24 7.95 8.66 9.32 10.01 10.79
kg/m 6.72 8.30 9.91 11.29 12.93 14.39 15.27 27.67 7.70 9.53 11.39 13.57 14.91 16.62 18.62 8.70 9.77 10.78 11.84 12.90 13.88 14.91 16.07
PIPE
0.250 0.281 0.312 0.337 0.438 0.531 0.674
6.35 7.14 7.92 8.56 11.13 13.49 17.12
60 80(XS) 120 160 (XXS)
11.35 12.66 13.96 14.98 19.00 22.51 27.54
SPI 5L Plain - End Line Pipe (Continued) Nominal Sze in.
5
Outside Diameter in. mm
5 9/16
141.3
in. *0.125 *0.156 *0.188 *0.219 *0.258 *0.281 *0.312 *0.344 0.375 *0.500 *0625 0.750 *0.141 *0.156 0.172 0.188 0.203 0.219 0.250
Wall Thickness mm 3.18 3.96 4.78 5.56 6.55 7.14 7.92 8.74 9.52 12.70 15.88 19.05 3.58 3.96 4.37+ 4.78 5.16 5.56 6.35
Sch No.
40(STD)
80(XS) 120 160 (XXS)
30
Page 257
lbs/ft 7.26 9.01 10.79 12.50 14.62 15.85 17.50 19.17 20.78 27.04 32.96 38.55 9.76 10.78 11.85 12.92 13.92 14.98 17.02
16.91 18.86 20.79 22.31 28.30 33.53 41.02
5.15 5.75 6.34 6.80 8.63 10.22 12.50
2000 2250 2500 2700 2800 2800 2800
kg/ft 3.26 4.09 4.90 5.68 6.64 7.20 7.95 8.70 9.43 12.28 14.96 17.50 4.43 4.89 5.38 5.87 6.32 6.80 7.73
Test Pressure psi Grade A Std 810 1010 1220 1420 1670 1820 2020 2230 2430 2800 2800 2800 770 8580 9360 1020 1100 1190 1360
Weight kg/m 10.81 13.42 16.07 18.62 21.78 23.61 26.07 28.55 30.95 40.28 49.09 57.42 14.54 16.06 17.65 19.24 20.73 22.31 25.35
PIPE
6
6 5/8
168.3
0.280 0.312 0.344 0.375 0.432 0.500 0.562 0.625 0.719 0.864
(Continued) Nominal Sze in.
8
Outside Diameter in. mm
8 5/8
219.1
in. *0.156 0.188 0.219 0.250 0.277 0.312 0.322 0.344 0.375 0.438 0.500 0.562 0.625 0.719 0.875 *0.188
7.11 40(STD) 7.92 8.74 9.52 10.97 80(XS) 12.70 14.27 120 15.88 18.26 160 21.95 (XXS)
Wall Thickness mm 3.96 4.78 5.56 6.35 7.04 7.92 8.18 8.74 9.52 11.13 12.70 14.27 15.88 18.26 22.22 4.78
18.97 21.04 23.08 25.03 28.57 32.71 36.39 40.05 45.35 53.16
28.26 31.34 34.38 37.28 42.56 48.72 54.20 59.65 67.55 79.18
8.61 9.55 10.48 11.36 12.97 14.85 16.52 18.18 20.59 24.13
1520 1700 1870 2040 2350 2720 2800 2800 2800 2800
kg/ft 6.41 7.69 8.93 10.15 11.21 12.58 12.96 13.81 15.00 17.39 19.70 21.97 24.24 27.56 32.88 9.63
Test Pressure psi Grade A Std 650 780 910 1040 1160 1300 1340 1440 1570 1830 2090 2350 2610 2800 2800 630
Weight Sch No.
20 30 40(STD)
80(XS)
120 (XXS)
Page 258
lbs/ft 14.11 16.94 19.66 22.36 24.70 27.70 28.55 30.42 33.04 38.30 43.39 48.40 53.40 60.71 72.42 21.21
kg/m 21.02 25.23 29.28 33.31 36.79 41.26 42.53 45.31 49.21 57.05 64.63 72.09 79.54 90.43 107.87 31.59
PIPE
10
Nominal Sze in.
12
10 3/4
273.0
Outside Diameter in. mm
12 3/4
323.8
0.219 0.250 0.279 0.307 0.344 0.365 0.438 0.500 0.562 0.625 0.719 0.812
in. *0.188 *0.219 0.250 0.281 0.312 0.330 0.344 0.375 0.438 0.5000 0.562 0.625 0.688 0.750
5.56 6.35 20 7.09 7.80 30 8.74 9.27 40(STD) 11.13 12.70 60(XS) 14.27 15.88 18.26 100 20.62
Wall Thickness mm 4.78 5.56 6.35 7.14 7.92 8.38 8.74 9.52 11.13 12.70 14.27 15.88 17.48 19.05
24.63 28.04 31.20 34.25 38.23 40.48 48.24 54.74 61.15 67.58 77.03 86.18
36.69 41.77 46.47 51.00 56.94 60.29 71.85 81.54 91.08 100.66 114.74 128.37
11.18 12.73 14.16 15.54 17.36 18.38 21.90 24.85 27.76 30.68 34.97 39.13
730 840 930 1030 1150 1220 1470 1670 1880 2090 2410 2720
kg/ft 11.45 13.31 15.51 16.99 18.82 19.87 20.69 22.50 26.15 29.70 33.21 36.74 40.24 43.64
Test Pressure psi Grade A Std 530 620 710 790 880 930 970 1060 1240 1410 1590 1760 1940 2120
Weight Sch No. 20 30 (STD) (XS) 60 80 10 20 30(STD) (XS) 80
Page 259
lbs/ft 25.22 29.31 33.38 37.42 41.45 43.77 45.58 49.56 57.59 65.42 73.15 80.93 88.63 96.12
kg/m 37.57 43.66 49.72 55.74+ 61.74 65.20 67.89 73.82 85.78 97.44 108.96 120.55 132.01 143.17
PIPE
14
14
355.6
*0.203 *0.250 *0.281 0.312 0.344 0.375 0.438 0.500 0.562 0.625 0.688 0.750 0.812
5.16 6.35 7.14 7.92 8.74 9.52 11.13 12.70 14.27 15.88 17.48 19.05 20.62
29.91 36.71 41.17 45.61 50.17 54.57 63.44 72.09 80.66 89.28 97.81 106.13 114.37
44.55 54.68 61.32 67.94 74.73 81.28 94.49 107.38 120.14 132.98 145.69 158.08 170.35
API 5LX Hight - Test Line Pipe API 5LX Hight - Test Line Pipe Outside Wall Diameter Thickness in. mm in. mm
Weight lbs/ft
kg/m
kg/ft
*0.125
3.18
5.84
8.70
2.65
*0.141
3.58
6.56
9.77
2.98
*0.156
3.96
7.24
10.78
3.29
0.172
4.37
7.95
11.84
3.61
0.188
4.78
8.66
12.90
3.93
Page 260
Grade X42 1400 (1750) 1580 (1970) 1750 (2180) 1930 (2410) 2110 (2630)
13.58 16.67 18.69 20.71 22.78 24.77 28.80 32.73 36.62 40.53 44.41 48.18 51.92
520 640 720 800 880 960 1130 1290 1450 1610 1770 1930 2090
* :These size are special light weight sizes. All other sizes are regular weight ( ) : Alternative test pressure Standard Test Pressure psi Grade Grade X46 X52 1530 1730 (1920) (2170) 1730 1960 (2160) (2440) 1910 2160 (2390) (2700) 2110 2390 (2640) (2980) 2310 2610 (2880) (3000)
PIPE
4 1/2
6 5/8
114.3
168.3
0.203
5.16
9.32
13.88
4.23
0.219
5.56
10.01
14.91
4.54
0.237
6.02
10.79
16.07
4.90
0.250
6.35
11.35
16.91
5.15
0.281
7.14
12.66
18.86
5.75
0.312
7.92
13.96
20.79
6.34
0.337
8.59
14.98
22.31
6.80
0.438
11.13
19.00
28.30
8.63
0.531
13.49
22.51
33.53
10.22
0.674 *0.156 0.172 0.188 0.203 0.219 0.250 0.280 0.312 0.344 0.375 0.432
17.12 3.96 4.37 4.78 5.16 5.56 6.35 7.11 7.92 8.74 9.52 10.97
27.54 10.78 11.85 12.92 13.92 14.98 17.02 18.97 21.04 23.08 25.03 28.57
41.02 16.06 17.65 19.24 20.73 22.31 25.35 28.26 31.34 34.38 37.28 42.56
12.50 4.89 5.38 5.87 6.32 6.80 7.73 8.61 9.55 10.48 11.36 12.97
Page 261
2270 (2840) 2450 (3000) 2650 (3000) 2800 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 1480 1640 1790 1930 2080 2380 2660 2970 3000 3000 3000
2490 (3000) 2690 (3000) 2910 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 1620 1790 1960 2110 2280 2600 2920 3000 3000 3000 3000
2810 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 1840 2030 2210 2390 2580 2940 3000 3000 3000 3000 3000
PIPE
0.500 0.562 0.625 0.719
12.70 14.27 15.88 18.26
32.71 36.39 40.05 45.35
48.72 54.20 59.65 67.55
14.85 16.52 18.18 20.59
3000 3000 3000 3000
3000 3000 3000 3000
3000 3000 3000 3000
Grade X42 1140 1370 1480 1600 1830 2020 2280 2350 2510 2740 3000 3000 3000 3000 3000 1250 1350 1450 1660 1850 2040 2280
Standard Test Pressure psi Grade Grade X46 X52 1250 1410 1500 1700 1620 1840 1750 1980 2000 2260 2220 2510 2500 2820 2580 2910 2750 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 1370 1550 1480 1670 1590 1800 1820 2060 2030 2290 2230 2520 2500 2830
ALP 5LX Hight - Test Line Pipe (Continued) Outside Diameter in. mm
8 5/8
219.1
10 3/4
273.0
Wall Thickness in. mm *0.156 3.96 0.188 4.78 0.203 5.16 0.219 5.56 0.250 6.35 0.277 7.04 0.312 7.92 0.322 8.18 0.344 8.74 0.375 9.52 0.438 11.13 0.500 12.70 0.562 14.27 0.625 15.88 0.719 18.26 *0.188 4.78 0.203 5.16 0.219 5.56 0.250 6.35 0.279 7.09 0.307 7.80 0.344 8.74
Weight lbs/ft 14.11 16.94 18.26 19.66 22.36 24.70 27.70 28.55 30.42 33.04 38.30 43.39 48.40 53.40 60.71 21.21 22.87 24.63 28.04 31.20 34.24 38.23
kg/m 21.02 25.23 27.20 29.28 33.31 36.79 41.26 42.53 45.31 49.21 57.05 64.63 72.09 79.54 90.43 31.59 34.06 36.69 41.77 46.47 51.00 56.94
Page 262
kg/ft 6.41 7.69 8.29 8.93 10.15 11.21 12.58 12.96 13.81 15.00 17.39 19.70 21.97 24.24 27.56 9.63 10.38 11.18 12.73 14.16 15.54 17.36
PIPE
0.365 0.438 0.500 0.562 0.625 0.719
(Continued)
Outside Diameter in. mm
12 3/4
323.8
9.27 11.13 12.70 14.27 15.88 18.26
40.48 48.24 54.74 61.15 67.58 77.03
60.29 71.85 81.54 91.08 100.66 114.74
18.38 21.90 24.85 27.76 30.68 34.97
2660 3000 3000 3000 3000 3000
Standard Test Pressure psi Grade Grade X46 X52 1150 1300 1250 1410 1340 1520 1530 1730 1720 1950 1910 2160 2020 2290 2110 2390 2300 2600 2490 2810 2690 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 1220 1400
Wall Thickness in. mm *0.188 4.78 *0.203 5.16 *0.219 5.56 0.250 6.35 0.281 7.14 0.312 7.92 0.330 8.38 0.344 8.74 0.375 9.52 0.406 10.31 0.438 11.13 0.500 12.70 0.562 14.27 0.625 15.88 0.688 17.48 0.750 19.05
lbs/ft 25.22 27.20 29.31 33.38 37.42 41.45 43.77 45.58 49.56 53.52 57.59 65.42 73.15 80.93 88.63 96.12
kg/m 37.57 40.51 43.66 49.72 55.74 61.74 65.20 67.89 73.82 79.72 85.78 97.44 108.96 120.55 132.01 143.17
kg/ft 11.45 12.35 13.31 15.15 16.99 18.82 19.87 20.69 22.50 24.30 26.15 29.70 33.21 36.74 40.24 43.64
Grade X42 1050 1140 1230 1400 1570 1750 1850 1930 2100 2270 2450 2800 3000 3000 3000 3000
*0.219 *0.250
32.23 36.71
48.01 54.68
14.63 16.67
1120 1280
5.56 6.35
Weight
2420 2910 3000 3000 3000 3000
Page 263
3000 3000 3000 3000 3000 3000
1380 1580
PIPE
14
355.6
*0.281 0.312 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750
7.14 7.92 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05
41.17 45.61 50.17 54.57 58.94 63.44 67.78 72.09 80.66 89.28 97.81 106.13
61.32 67.94 74.73 81.28 87.79 94.49 100.96 107.8 120.14 132.98 145.69 158.08
18.69 20.71 22.78 24.77 26.76 28.80 30.77 32.73 36.62 40.53 44.41 48.18
1430 1590 1750 1910 2070 2230 2390 2550 2870 3000 3000 3000
1570 1740 1920 2090 2270 2450 2620 2790 3000 3000 3000 3000
1770 1970 2170 2370 2560 2770 2960 3000 3000 3000 3000 3000
PIPE ASTM A - 120 SCHEDULE 40 Size in 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6
Outside Diameter in 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 4.500 5.563 6.625
mm 21.34 26.67 33.40 42.16 48.26 60.32 73.02 88.90 101.60 114.30 141.30 168.32
Wall Thickness in 0.109 0.113 0.113 0.140 0.145 0.154 0.203 0.216 0.226 0.237 0.258 0.280
mm 2.77 2.87 3.38 3.56 3.68 3.91 5.16 5.49 5.74 6.02 6.55 7.11
Calculated weight of black tube Plain Ends Threads and Test Tressure Couplings lb/ft kg/m lb/ft kg/m psi 0.85 1.3 0.85 1.3 700 1.13 1.7 1.13 1.7 700 1.68 2.5 1.68 2.5 700 2.27 3.4 2.28 3.4 1000 2.72 4.0 2.73 4.1 1000 3.65 5.4 3.68 5.5 1000 5.79 8.6 5.82 8.7 1000 7.58 11.3 7.62 11.4 1000 9.11 13.6 9.20 13.7 1200 10.79 16.1 10.89 16.2 1200 14.26 21.8 14.81 22.1 1200 18.97 28.3 19.18 28.6 1200
Page 264
PIPE
8 8
8.625 8.625
219.1 219.1
0.277 0.322
7.04 8.18
24.70 28.55
36.8 42.5
25.55 29.35
38.1 43.7
1200 1300
Diamensions,weight,wall thickness, and test pressure given in this Table are identical with those of API-5L Standard Weight Threaded Line Pipe Grade A. Since the steel used for naking these ASTM pipes has chemical composition and tensile properties which can meet the API-5L Grade A Line Pipe requirements, these pipes can be used as substitute for API-5L Grade A Threaded Line Pipes.
PIPE ASTM A 53-61T Standard Black and Galvanized
Nominal Oulside Diameter Pipe in in mm *1/8 0.405 10.29 *1/4 0.540 10.72 3/8 0.675 17.15 1/2 0.840 21.34 3/4 1.050 26.67 1 1.315 33.40 1 1/4 1.660 42.16 1 1/2 1.900 48.26 2 2.375 60.33 2 1/2 2.875 73.03 3 3.500 88.90 3 1/2 4.000 101.60 4 4.500 114.30 5 5.563 141.30
Wall Thickness in 0.068 0.088 0.091 0.109 0.113 0.133 0.140 0.145 0.154 0.203 0.216 0.226 0.237 0.258
mm 1.73 2.24 2.31 2.77 2.87 3.38 3.56 3.68 3.91 5.16 5.49 5.74 6.03 6.55
Plain End lbs/ft kg/ft 0.24 0.154 0.42 0.191 0.57 0.259 0.85 0.386 1.13 0.513 1.68 0.762 2.27 1.03 2.72 1.23 3.65 1.66 5.79 2.63 7.58 3.44 9.11 4.13 10.79 4.89 14.62 6.63
Page 265
Weight kg/m 0.357 0.625 0.348 1.26 1.68 2.50 3.38 4.05 5.43 8.62 11.3 13.6 16.1 21.8
Thresds and Compling lbs/ft kg/ft 0.24 0.154 0.42 0.191 0.57 0.259 0.85 0.386 1.13 0.513 1.68 0.762 2.28 1.03 2.73 1.24 3.68 1.67 5.82 2.64 7.62 3.46 9.20 4.17 10.89 4.94 14.81 6.72
PIPE
6 8 8 10 10 12 12 14
6.625 8.625 8.625 10.750 10.750 12.750 12.750 14.000
168.28 219.10 219.10 273.05 273.05 323.85 323.85 355.60
0.280 0.277 0.322 0.279 0.365 0.330 0.375 0.375
7.11 7.04 8.18 7.09 9.27 9.38 9.53 9.53
18.97 24.70 28.55 31.20 40.48 43.77 49.56 54.57
8.60 11.2 13.0 14.2 18.4 19.9 22.5 24.8
28.2 36.8 42.5 46.4 60.2 65.1 73.8 81.3
PIPE ASTM A53 - 61T Extra Strong Black and Galvanized Nominal Outside Diameter Pipe in in mm *1/8 0.405 10.29 *1/4 0.540 13.72 3/8 0.675 17.15 1/2 0.840 21.34 3/4 1.050 26.67 1 1.315 33.40 1 1/4 1.660 42.16 1 1/2 1.900 48.26 2 2.375 60.33 2 1/2 2.875 73.06 3 3.500 88.90 3 1/2 4.000 101.60 4 4.500 114.30 5 5.563 141.30 6 6.625 168.28 8 8.625 219.29 10 10.750 323.85
Wall Thickness in 0.095 0.119 0.126 0.147 0.154 0.179 0.191 0.200 0.218 0.276 0.300 0.318 0.337 0.375 0.432 0.500 0.500
mm 2.41 3.02 3.20 3.73 3.91 4.55 485 5.08 5.54 7.01 7.62 8.08 8.56 9.53 10.97 12.70 12.70
Weight plain End lbs/ft 0.31 0.54 0.74 1.09 1.47 2.17 3.00 3.63 5.02 7.66 10.25 12.51 14.98 20.78 28.57 43.39 65.42
Page 266
kg/ft 0.141 0.245 0.336 0.494 0.667 2.986 1.36 1.65 2.28 3.14 4.65 5.67 6.79 9.43 13.0 19.7 29.7
kg/ft 0.461 0.840 1.10 1.62 2.19 3.23 4.46 5.40 7.47 11.4 15.3 18.6 22.3 31.9 42.5 64.6 97.4
19.81 25.55 29.35 32.75 41.85 45.45 51.15 57.00
8.70 11.6 13.3 14.9 19.0 20.6 23.2 25.9
PIPE
14
14.000
355.60
0.500
12.70
72.09
62.7
107.4
PIPE ASTM A53 - 61T Double Extra Strong Black and Galvanized
Nominal Outside Diameter Pipe in in mm 1/2 0.840 21.34 3/4 1.050 26.67 1 1.315 33.40 1 1/4 1.660 42.16 1 1/2 1.900 48.26 2 2.375 60.32 2 1/2 2.875 73.03 3 3.500 88.90 4 4.500 114.30 5 5.563 141.30 6 6.625 168.28 8 8.625 219.08 10 10.750 273.05 12 12.750 323.85
Wall Thickness in 0.294 0.308 0.358 0.382 0.400 0.436 0.552 0.600 0.674 0.750 0.864 0.875 1.000 1.000
mm 7.47 7.82 9.09 9.70 10.16 11.07 14.02 15.24 17.12 19.05 21.95 22.23 25.40 25.40
Weight plain End lbs/ft 1.71 2.44 3.66 5.21 6.41 9.03 13.70 18.58 27.54 38.55 53.16 72.42 104.13 125.49
kg/ft 0.776 1.11 1.66 2.36 2.91 4.10 6.21 8.43 12.5 17.5 24.1 32.8 47.2 56.8
kg/ft 2.54 3.63 5.45 7.45 9.54 13.4 20.4 27.7 41.0 57.4 79.2 108.0 155.0 187.0
BRITISH STANDARD PIPE BS 1387: 1967 LIGHT Nominsl bore in 1/4 3/8 1/2
mm 8 10 15
Outside diameter
max. in 0.532 0.671 0.841
min. in 0.518 0.656 0.825
max. mm 13.6 17.1 21.4
min. mm 13.2 16.7 21.0
Page 267
Thickness in 0.072 0.072 0.080
mm 1.8 1.8 2.0
Calculated weight of black tube Plain and lb/ft 0.347 0.453 0.640
kg/m 0.517 0.674 0.952
PIPE
3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4
20 25 32 40 50 65 80 90 100
1.059 1.328 1.670 1.903 2.370 2.991 3.491 3.981 4.481
1.041 1.309 1.650 1.882 2.347 2.960 3.460 3.950 4.450
26.9 33.8 42.5 48.4 60.2 76.0 88.7 101.1 113.9
26.4 33.2 41.9 47.8 59.6 75.2 87.9 103.3 113.0
0.092 0.104 0.104 0.116 0.116 0.128 0.128 0.144 0.144
2.35 2.65 2.65 2.9 2.9 3.25 3.25 3.65 3.65
BRITISH STANDARD PIPE BS 1387: 1967 MEDIUM Nominsl bore in 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6
mm 10 15 20 25 32 40 50 65 80 90 100 125 150
Outside diameter
max. in 0.685 0.856 1.072 1.346 1.687 1.919 2.394 3.014 3.524 4.019 4.524 5.534 6.539
min. in 0.660 0.831 1.047 1.316 1.657 1.889 2.354 2.969 3.469 3.959 4.459 5.459 6.459
max. mm 17.4 21.7 27.2 34.2 42.9 48.8 60.8 76.6 89.5 102.1 114.9 140.6 166.1
min. mm 16.8 21.1 26.6 33.4 42.1 48.0 59.8 75.4 88.1 100.6 113.3 138.7 164.1
BRITISH STANDARD PIPE Page 268
Thickness in 0.092 0.104 0.104 0.128 0.128 0.128 0.144 0.144 0.160 0.160 0.176 0.192 0.192
mm 2.35 2.65 2.65 3.25 3.25 3.25 3.65 3.65 4.05 4.05 4.5 4.85 4.85
0.944 1.35 1.73 2.19 2.76 3.90 4.58 5.88 6.64
1.41 2.01 2.58 3.25 4.11 5.80 6.81 8.750 9.89
Calculated weight of black tube Plain and lb/ft 0.573 0.822 1.06 1.64 2.11 2.43 3.42 4.38 5.69 6.53 8.14 10.9 12.9
kg/m 0.852 1.22 1.58 2.44 3.14 3.61 5.10 6.51 8.47 9.718 12.1 10.2 19.2
PIPE
BS 1387: 1967 HEAVY Nominsl bore in 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 Note :
mm 15 20 25 32 40 50 65 80 90 100 125 150
Outside diameter
max. in 0.856 1.072 1.346 1.687 1.919 2.394 3.014 3.524 4.019 4.524 5.534 6.539
min. in 0.813 1.047 1.316 1.657 1.889 2.354 2.969 3.469 3.959 4.459 5.459 6.459
max. mm 21.7 27.2 34.2 42.9 48.8 60.8 76.6 89.5 102.1 114.9 140.6 166.1
min. mm 21.1 26.6 33.4 42.1 48.0 59.8 75.4 88.6 100.6 113.3 138.7 164.1
Thickness in 0.128 0.128 0.160 0.160 0.160 0.176 0.176 0.192 0.192 0.212 0.212 0.212
mm 3.25 3.25 4.05 4.05 4.05 4.5 4.5 4.85 4.85 5.4 5.4 5.4
Calculated weight of black tube Plain and lb/ft 0.977 1.27 2.00 2.58 2.98 4.14 5.31 6.76 7.76 9.71 12.0 14.3
kg/m 1.45 1.90 2.97 3.84 4.43 6.17 7.90 10.1 11.548 14.4 17.8 21.2
1) 3-1/2" nominal size was listed in BS 1387 : 1957 but has been deleted from BS 1387 : 1967. This size is available only by special order. 2) 5" and 6" nominal sizes are also available in Class B BS 1387 : 1947. The wall thickness of Class B 5" and 6" 3) Test pressure is 700 ppsi or 49.2 kg/cm2 for all sizes and same for light, Medium and Heavy
SEAMLESS PIPE BS 1387 - 1957 "MEDIUM" BLACK AND GALVANIZED Nominal Pipe Size
Approx Outside Diameter
Wall Thickness
Page 269
Weight of Black Tube Plain End Threading and Coupling
PIPE
in 1/8 1/4 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6
in 0.406 0.531 0.688 0.844 1.063 1.344 1.688 1.906 2.375 3.000 3.500 4.000 4.500 5.500 6.500
mm SWG 10.319 14 13.494 13 17.462 13 21.431 12 26.987 12 34.131 10 42.862 10 48.419 10 60.325 9 76.200 9 88.900 8 101.600 8 114.300 7 139.700 6 165.100 6
in 0.080 0.092 0.092 0.104 0.104 0.128 0.128 0.128 0.144 0.144 0.160 0.160 0.176 0.192 0.192
mm 2.032 2.337 2.337 2.642 2.642 3.251 3.251 3.251 3.658 3.658 4.064 4.064 4.470 4.877 4.877
lbs/ft 0.273 0.437 0.573 0.820 1.06 1.64 2.11 2.43 3.42 4.38 5.69 6.54 8.13 10.9 12.9
kg/ft 0.124 0.198 0.260 0.373 0.481 0.744 0.957 1.10 1.55 1.99 2.70 2.96 3.69 4.94 6.85
kg/m 0.406 0.650 0.853 1.22 1.58 2.44 3.14 3.62 5.09 6.52 8.47 9.72 12.1 16.2 19.2
lbs/ft 0.275 0.440 0.578 0.827 1.07 1.65 2.13 2.46 3.47 4.46 5.80 6.66 8.34 11.2 19.2
SEAMLESS PIPE BS 1387 - 1957 "HEAVY" BLACK AND GALVANIZED Nominal Pipe Size in 1/8 1/4 3/8 1/2 3/4 1 1 1/4
Approx Outside Diameter in 0.406 0.531 0.688 0.844 1.063 1.344 1.638
mm 10.319 13.494 17.462 21.431 26.987 34.131 42.862
Wall Thickness
SWG 12 11 11 10 10 8 8
in 0.104 0.116 0.116 0.128 0.128 0.160 0.160
mm 2.642 2.946 2.946 3.251 3.251 4.064 4.064
Page 270
Weight of Black Tube Plain End Threading and Coupling lbs/ft 0.311 0.517 0.686 0.975 1.27 2.00 2.58
kg/ft 0.150 0.235 0.311 0.443 0.576 0.907 1.17
kg/m 0.493 0.769 1.02 1.45 1.89 2.98 3.84
lbs/ft 0.333 0.520 0.693 0.982 1.28 2.01 2.60
PIPE
1 1/2 2 2 1/2 3 3 1/2 4 5 6
1.906 2.375 3.000 3.500 4.000 4.500 5.500 6.500
48.419 60.325 76.200 88.900 101.600 114.300 139.700 165.100
8 7 7 6 6 5 5 5
0.160 0.176 0.176 0.192 0.192 0.212 0.212 0.212
4.064 4.470 4.470 4.877 4.877 5.385 5.385 5.385
2.98 4.14 5.31 6.79 7.73 9.68 12.0 14.3
1.35 1.88 2.41 3.07 3.52 4.40 5.44 6.49
PROPERTIES OF PIPE
4.43 6.16 7.90 10.1 11.5 14.4 17.9 21.3
3.01 4.20 5.39 6.86 7.87 9.88 12.3 14.7
The following formulas wep used in the computation of the values shown in the table: Weight of pipe per foot (pounds) = 10.6802 (D-t) The ferritic stainless steels may about 5% le Weight of Water per foot (pounds) = 0.3405d2 the sustentic stainless steels about 2% greate Square feet Outside Surface per foot = 0.2618D values shown in this table which are based o Square feet Outside Surface per foot = 0.2618d for carbon steel. Inside Area (square inches) = 0.785d2 Area of Metal (sQuare inches) = 0.785 (D2 - d2) Moment of lnertia (inches4) = 0.0491(D4 - d4) = AmRs2 Section Modulus (inches3) = 0.0582 (D4 - d4) D Radius of Gyration (inches) = 0.25 D2 + d2 Am d D Rs t
= = = = =
Area of Metal (square inches) Inside Diameter (inches) Outside Diameter (inches) Radius of Gyration (inches) Pipe Wall Thickness ( inches)
*Note : a. U.S.A.S.B 36.10 SteelPipe Schedule Numbers. b. U.S.A.S.B 36.10 Steel Pipe Norminal Wall Thickness Designations>
Page 271
PIPE
c. U.S.A.S.B.36.19 Stainless Steel Pipe Schedule Numbers. Schedule 5S and 10S wall thickness do not permit threading in accordance with U.S.A.S.B2.1. Nominal Schedule Wall Inside Inside Metal Sq Ft Sq Ft Thick- Diameter, Area Pipe Size Number* Area Outside Inside Outside ness Surface Sirface Diameter in a b c in in sq in sq in per ft per ft 10S 0.049 0.307 0.0704 0.0548 0.106 0.0804 1/8 40 Std 40S 0.068 0.269 0.0568 0.0720 0.106 0.0705 0.405 80 XS 80S 0.095 0.215 0.0364 0.0925 0.106 0.0563 10S 0.065 0.410 0.1320 0.0970 0.141 0.1073 1/4 40 Std 40S 0.088 0.364 0.1041 0.1250 0.141 0.0955 0.540 80 XS 80S 0.119 0.302 0.0716 0.1574 0.141 0.0794 10S 0.065 0.545 0.2333 0.1246 0.177 0.1427 3/8 40 Std 40S 0.091 0.493 0.1610 0.1670 0.177 0.1295 0.675 80 XS 80S 0.126 0.423 0.1405 0.2173 0.177 0.1106 10S 0.083 0.674 0.357 0.1974 0.220 0.1765 40 Std 40S 0.109 0.622 0.304 0.2503 0.220 0.1628 1/2 80 XS 80S 0.147 0.546 0.2340 0.320 0.220 0.1433 0.840 160 0.187 0.466 0.1706 0.383 0.220 0.1220 XXS 0.294 0.252 0.0499 0.504 0.220 0.0660 5S 0.065 0.920 0.665 0.2011 0.275 0.2409 10S 0.083 0.884 0.614 0.2521 0.275 0.2314 3/4 40 Std 40S 0.113 0.824 0.533 0.333 0.275 0.2157 1.050 80 XS 80S 0.154 0.742 0.432 0.435 0.275 0.1943 160 0.218 0.614 0.2961 0.570 0.275 0.1607 XXS 0.308 0.434 0.1479 0.718 0.275 0.1137 5S 0.065 1.185 1.103 0.2553 0.344 0.310 10S 0.109 1.097 0.945 0.413 0.344 0.2872 1 40 Std 40S 0.133 1.049 0.864 0.494 0.344 0.2746 1.315 80 XS 80S 0.179 0.957 0.719 0.639 0.344 0.2520
Page 272
PIPE
1 1/4 1.660
1 1/2 1.900
160 40 80 160 -
XXS Std XS XXS -
5S 10S 40S 80S 5S 10S
0.250 0.358 0.065 0.109 0.140 0.191 0.250 0.382 0.065 0.109
0.815 0.599 1.530 1.442 1.380 1.278 1.160 0.896 1.770 1.682
0.522 0.2818 1.839 1.633 1.496 1.283 1.057 0.631 2.461 2.222
0.836 1.076 0.326 0.531 0.669 0.811 1.107 1.534 0.375 0.613
Inside Inside Thick- Diameter, Area ness
Metal Area
in 0.145 0.200 0.281 0.400 0.065 0.109 0.154 0.218 0.343 0.436 0.083 0.120 0.203 0.276
sq in 0.799 1.068 1.429 1.885 0.472 0.776 1.075 1.477 2.190 2.656 0.728 1.039 1.704 2.254
PRORERTIES OF PIPE (Continued) Nominal Pipe Size Outside Diameter in 1 1/2 1.900
2 2.375
2 1/2 2.875
Schedule Number*
a 40 80 160 40 80 160 40 80
b Std XS XXS Std XS XXS Std XS
Wall
c 40S 80S 5S 10S 40S 80S 5S 10S 40S 80S
in 1.610 1.500 1.338 1.100 2.245 2.157 2.067 1.393 1.689 1.503 2.709 2.635 2.469 2.323
Page 273
sq in 2.036 1.767 1.406 0.950 3.96 3.65 3.36 2.953 2.240 1.774 5.76 5.45 4.79 4.24
0.344 0.344 0.434 0.434 0.434 0.434 0.434 0.434 0.497 0.497
0.2134 0.1570 0.401 0.378 0.361 0.335 0.304 0.2346 0.463 0.440
Sq Ft Sq Ft Outside Inside Surface Sirface per ft 0.497 0.497 0.497 0.497 0.622 0.662 0.622 0.622 0.622 0.622 0.753 0.753 0.753 0.753
per ft 0.421 0.393 0.350 0.288 0.588 0.565 0.541 0.508 0.442 0.393 0.709 0.690 0.646 0.608
PIPE
3 3.500
3 1/2 4.000
4 4.500
5 5.563
6 6.625
160 40 80 160 40 80 40 80 120 160 40 80 120 160 40 80 120
XXS Std XS XXS Std XS Std XS XXS Std XS XXS Std XS -
5S 10S 40S 80S 5S 10S 40S 80S 5S 10S 40S 80S 5S 10S 40S 80S 5S 10S 40S 80S -
0.375 0.552 0.083 0.120 0.216 0.300 0.437 0.600 0.083 0.120 0.226 0.318 0.083 0.120 0.237 0.337 0.437 0.531 0.674 0.109 0.134 0.258 0.375 0.500 0.625 0.750 0.109 0.134 0.280 0.432 0.562
2.125 1.771 3.334 3.260 3.068 2.900 2.626 2.300 3.834 3.760 3.548 3.364 4.334 4.260 4.026 3.826 3.624 3.438 3.152 5.345 5.295 5.047 4.813 4.563 4.313 4.063 6.407 6.357 6.065 5.761 5.501
Page 274
3.55 2.464 8.73 8.35 7.39 6.61 5.42 4.15 11.55 11.10 9.98 8.89 14.75 14.25 12.73 11.50 10.33 9.28 7.80 22.44 22.02 20.01 18.19 16.35 14.61 12.97 32.2 31.7 28.89 26.07 23.77
2.945 4.03 0.891 1.274 2.228 3.02 4.21 5.47 1.021 1.463 2.680 3.68 1.152 1.651 3.17 4.41 5.58 6.62 8.10 1.868 2.285 4.30 6.11 7.95 9.70 11.34 2.231 2.733 5.58 8.40 10.70
0.753 0.753 0.916 0.916 0.916 0.916 0.916 0.916 1.047 1.047 1.047 1.047 1.178 1.178 1.178 1.178 1.178 1.178 1.178 1.456 1.456 1.456 1.456 1.456 1.456 1.456 1.734 1.734 1.734 1.734 1.734
0.556 0.464 0.873 0.853 0.803 0.759 0.687 0.602 1.004 0.984 0.929 0.881 1.135 1.115 1.054 1.002 0.949 0.900 0.825 1.399 1.386 1.321 1.260 1.195 1.129 1.064 1.677 1.664 1.588 1.508 1.440
PIPE
8 8.625
160 20 30 40 60 80
XXS Std XS
5S 10S 40S 80S
0.718 0.864 0.109 0.148 0.250 0.277 0.322 0.406 0.500
5.189 4.897 8.407 8.329 8.125 8.071 7.981 7.813 7.625
21.15 18.83 55.5 54.5 51.8 51.2 50.0 47.9 45.7
13.33 15.64 2.916 3.94 6.58 7.26 8.40 10.48 12.76
Inside Inside Thick- Diameter, Area ness
Metal Area
in 0.593 0.719 0.812 0.875 0.906 0.134 0.165 0.250 0.279 0.307 0.365 0.500 0.594 0.719
sq in 14.96 17.84 19.93 21.30 21.97 4.52 5.49 8.26 9.18 10.07 11.91 16.10 18.92 22.63
1.734 1.734 2.258 2.258 2.258 2.258 2.258 2.258 2.258
1.358 1.282 2.201 2.180 2.127 2.113 2.089 2.045 1.996
PROPERTIES OF PIPE(Continued) Nominal Pipe Size Outside Diameter in
8 8.62 -
10 10.750
Schedule Number*
a 100 120 140 160 20 30 40 60 80 100
b XXS Std XS -
Wall
c -
in 7.439 7.187 7.001 6.875 6.813 10.482 10.420 10.250 10.192 10.136 10.020 9.750 9.562 9.312
Page 275
sq in 48.5 40.6 38.5 37.1 36.5 86.3 85.3 82.5 81.6 80.7 78.9 74.7 71.8 68.1
Sq Ft Sq Ft Outside Inside Surface Sirface per ft 2.258 0.258 2.258 2.258 2.258 2.815 2.815 2.815 2.815 2.815 2.815 2.815 2.815 2.815
per ft 1.948 1.882 1.83 1.800 1.784 2.744 2.728 2.683 2.668 2.654 2.623 2.553 2.504 2.438
PIPE
12 12.750
14 14.000
120 140 160 20 30 40 60 80 100 120 140 160 10 20 30 40 60 80 100 120 140 160
Std XS Std XS -
-
0.844 1.000 1.125 0.165 0.180 0.250 0.330 0.375 0.406 0.500 0.562 0.687 0844 1.000 1.125 1.312 0.250 0.312 0.375 0.437 0.500 0.562 0.593 0.625 0.687 0.750 0.875 0.938 1.094 1.250 1.406
9.062 8.750 8.500 12.420 12.390 12.250 12.090 12.000 11.938 11.750 11.626 11.376 11.062 10.750 10.500 10.126 13.500 13.376 13.250 13.126 13.000 12.876 12.814 12.750 12.626 12.500 12.250 12.124 11.812 11.500 11.188
Page 276
64.5 60.1 56.7 121.2 120.6 117.9 114.8 311.1 111.9 108.4 106.2 101.6 96.1 90.8 86.6 80.5 143.1 140.5 137.9 135.3 132.7 130.2 129.0 127.7 125.2 122.7 117.9 115.5 109.6 103.9 98.3
26.24 30.6 34.0 6.52 7.11 9.84 12.88 14.58 15.74 19.24 21.52 26.04 31.5 36.9 41.1 47.1 10.80 13.42 16.05 18.62 21.21 23.73 24.98 26.26 28.73 31.2 36.1 38.5 44.3 50.1 55.6
2.815 2.815 2.815 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2.373 2.291 2.225 3.25 3.24 3.21 3.17 3.14 3.13 3.08 3.04 2.987 2.897 2.814 2.749 2.651 3.53 3.50 3.47 3.44 3.40 3.37 3.35 3.34 3.31 3.27 3.21 3.17 3.09 3.01 2.929
PIPE
16 16.000
10 20 30 40 60 80
Std XS -
-
0.250 0.312 0.375 0.437 0.500 0.562 0.625 0.656 0.687 0.750 0.844
15.500 15.376 15.250 15.126 15.000 14.876 14.750 14.688 14.626 14.500 14.312
188.7 185.7 182.6 179.7 176.7 173.8 170.9 169.4 168.0 165.1 160.9
12.37 15.38 18.41 21.37 24.35 27.26 30.2 31.6 33.0 35.9 40.1
Inside Inside Thick- Diameter, Area ness
Metal Area
in 0.875 1.031 1.219 1.437 1.594 0.250 0.312 0.375 0.437 0.500 0.562 0.625
sq in 41.6 48.5 56.6 65.7 72.1 13.94 17.34 20.76 24.11 27.49 30.8 34.1
4.19 4.19 4.19 4.19 4.19 4.19 4.19 4.19 4.19 4.19 4.19
4.06 4.03 3.99 3.96 3.93 3.89 3.86 3.85 3.83 3.80 3.75
PROPERTIES OF PIPE(Continued) Nominal Pipe Size Outside Diameter in
16 16.000
18
Schedule Number*
a 100 120 140 160 10 20 30 40 -
b Std Xs -
Wall
c -
in 14.250 13.938 13.562 13.124 12.812 17.500 17.376 17.250 17.126 17.000 16.876 16.750
Page 277
sq in 159.5 152.6 144.5 135.3 129.0 240.5 237.1 233.7 230.4 227.0 223.7 220.5
Sq Ft Sq Ft Outside Inside Surface Sirface per ft 4.19 4.19 4.19 4.19 4.19 4.71 4.71 4.71 4.71 4.71 4.71 4.71
per ft 3.73 3.65 3.55 3.44 3.35 4.58 4.55 4.52 4.48 4.45 4.42 4.39
PIPE
18.000
20 20.000
60 80 10 120 140 160 10 20 30 40 -. 60 80 100 120 140 160 10 20 30
Std Xs Std Xs -
-
0.687 0.750 0.875 0.938 1.156 1.375 1.562 1.781 0.250 0.312 0.375 0.437 0.500 0.562 0.593 0.625 0.687 0.750 0.812 0.875 1.031 1.281 1.500 1.750 1.969 0.250 0.312 0.375 0.437 0.500 0.562
16.626 16.500 16.250 16.124 15.688 15.250 14.876 14.438 19.500 19.376 19.250 19.126 19.000 18.876 18.814 18.750 18.626 18.500 18.376 18.250 17.938 17.438 17.000 16.500 16.062 23.500 23.376 23.250 23.126 23.000 22.876
Page 278
217.1 213.8 207.4 204.2 193.3 182.6 173.8 163.7 298.6 294.9 291.0 287.3 283.5 279.8 278.0 276.1 272.5 268.8 265.2 261.6 252.7 238.8 227.0 213.8 202.7 434 430 425 420 415 411
37.4 40.6 47.1 50.2 61.2 71.8 80.7 90.7 15.51 19.30 23.12 26.86 30.6 34.3 36.2 38.0 41.7 45.4 48.9 52.6 61.4 75.3 87.2 100.3 111.5 18.65 23.20 27.83 32.4 36.9 41.4
4.71 4.71 4.71 4.71 4.71 4.71 4.71 4.71 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 6.28 6.28 6.28 6.28 6.28 6.28
4.35 4.32 4.25 4.22 4.11 3.99 3.89 3.78 5.11 5.07 5.04 5.01 4.97 4.94 4.93 4.91 4.88 4.84 4.81 4.78 4.70 4.57 4.45 4.32 4.21 6.15 6.12 6.09 6.05 6.02 5.99
PIPE
24 24.000
30 30.000
40 60 80 100 120 140 160 10 20 30
-
-
0.625 0.687 0.750 0.969 1.219 1.531 1.812 2.062 2.344 0.312 0.500 0.625
22.750 22.626 22.500 22.062 21.562 20.938 20.376 19.876 19.312 29.376 29.000 28.750
Page 279
406 402 398 382 365 344 326 310 293 678 661 649
45.9 50.3 54.8 70.0 87.2 108.1 126.3 142.1 159.4 29.1 46.3 57.6
6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 7.85 7.85 7.85
5.96 5.92 5.89 5.78 5.65 5.48 5.33 5.20 5.06 7.69 7.59 7.53
PIPE
Page 280
PIPE
Page 281
PIPE
Radius of gyratice of Area cm 17.4 17.3 17.2 17.6 17.5 17.5 17.4 17.3 17.2 19.4 19.3 19.2 19.1 19.0 20.9 20.8 20.7
Page 282
PIPE
20.7 21.2 21.1 21.1 21.0 20.9 20.8 24.4 24.3 24.3 24.2 24.8 24.7 24.7 24.6 24.5 24.4 28.4 28.3 28.2 28.2 28.1 28.0 31.9 31.8 31.8 31.7 31.5 35.5 35.4 35.4
Page 283
PIPE
35.2 35.2
Bending test Flattening test Inside radius(D is Distance between flat outside diameter
plates (D is outside
6D 6D 6D 6D 6D
2/3D 2/3D 7/8D 7/8D 7/8D
of tube)
diameter of tube)
Page 284
PIPE
Page 285
PIPE
Page 286
PIPE
Page 287
PIPE
Page 288
PIPE
Modulus of Section Zy cm3 153 120 103 80.9 60.6 62.4 49.9 37.5
Page 289
PIPE
28.0 26.3 20.2 15.2 9.44 6.89 6.36 4.68 115 90.9 88.8 70.4 52.5 48.5 33.2 31.1 23.3 15.2 11.6 10.2 7.84
Radius of Gyration iy in 0.188 0.184 1.178
Page 290
PIPE
0.175 0.239 0.235 0.229 0.225 0.290 0.286 0.280 0.276 0.340 0.337 0.330 0.326 0.328 0.382 0.378 0.376 0.369 0.359 0.356 0.490 0.484 0.480 0.477 0.470 0.460 0.458 0.592 0.586 0.582 0.578
Page 291
PIPE
0.572 0.566 0.560 0.759 0.741 0.726 0.696
Radius of Gyration iy in 0.963 0.961 0.934 0.930 0.900 1.17 1.16 1.14 1.13 1.10 1.37 1.37 1.34 1.34 1.31 1.57 1.54
Page 292
PIPE
1.54 1.50 1.47 1.44 1.8 1.95 1.95 1.92 1.88 1.85 2.36 2.35 2.32 2.29 2.26 2.76 2376 2.74 2.69 2.68 3.17 3.17 3.13 3.10 3.06
Radius of Gyration iy
Page 293
PIPE
in 0.355 0.351 0.344 0.565 0.553 0.546 0.539 0.535 0.529 0.724 0.761 0.711 0.709 0.702 0.690 0.678 1.10 1.10 1.07 1.06 1.03 0.992 1.42 1.42 1.39 1.38 1.35 1.31
Page 294
PIPE
Radius of Gyration iy in 1.74 1.73 1.70 1.70 1.66 2.04 2.03 1.99 1.99 1.64 1.63 1.60 1.60 1.56 1.52 1.51 1.48 1.48 1.45 1.41 1.86 1.81 1.81 1.76 1.72 1.68
Page 295
PIPE
2.16 2.12 2.12 2.08 2.24 1.99 2.25 2.22 2.22 2.18 2.14 2.10
Radius of Gyration iy in 2.55 2.51 2.47 2.43 2.87 2.87 2.83 2.79 2.74 2.64 2.63 2.60
Page 296
PIPE
2.56 2.52 3.04 3.04 3.00 2.96 2.92
Tolerance on wall thickness
+ not specified - 12.5%
Weight excluding socket kg/m 0.419 0.652 0.851 1.31 1.68 2.43 3.38 3.89 5.31 7.47 8.79 10.1 12.2 15.0 19.8 24.2 30.1
Page 297
PIPE
36.0 42.4 53.0 67.7 77.6 87.5 97.4
Nominal Wall Thickness
edute 20 Schedute 30 Schedute 40 Schedute 50 Hydrostatic Wall Hydrostatic Wall Hydrostatic Wall test presure Thickness Weight test presure Thickness Weight test presure Thickness Weight kg/cm2(bar) kg/cm2(bar) kg/cm2(bar) class mm kg/m class class mm kg/m class class mm kg/m 3 2 3 2 3 50 50 1.7 0.369 (49.0) (49.0) 2.2 0.450 50 50 2.2 0.629 (49.0 (49.0) 2.4 0.675 50 50 2.3 0.851 (49.0) (49.0) 2.8 1.00 50 50 2.8 1.31 (49.0) (49.0) 3.2 1.46 50 50 2.9 1.74 (49.0) (49.0) 3.4 2.00 50 50 3.4 3.57 (49.0) (49.0) 3.9 2.89 70 100
Page 298
PIPE
100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 70 (68.6) 70 (68.6) 70 (68.6) 50 (49.0) 50 (49.0) 50 (49.0)
7.0
36.1
7.8
49.9
8.4
64.2
9.5
81.1
9.5
93.0
11.1
122
12.7
155
100
100
70
100
70
70
70
70
70 70 (98.07) (98.07) 70 70 (68.6) (68.6) 70 70 (68.6) (68.6)
3.6
3.47
3.7
4.10
3.9
5.44
5.2
9.12
5.5
11.3
5.7
13.5
6.0
16.0
6.6
21.7
7.1
27.7
8.2
42.1
9.3
59.2
10.3
78.3
11.1
94.3
12.7
123
14.3
156
15.1
184
Page 299
(68.6) 70 (68.6) 70 (68.6) 70 (68.6) 70 (68.6) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 70 (68.6) 70 (68.6 70 (68.6) 70 (68.6)
(98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07)
4.5
4.24
4.5
4.89
4.9
6.72
6.0
10.4
6.6
13.4
7.0
16.3
7.1
18.8
8.1
26.3
9.3
35.8
10.3
52.3
12.7
79.8
14.3
107
15.1
127
16.7
160
19.0
205
20.6
248
PIPE
50 (49.0) 50 (49.0) 50 (49.0)
12.7
171
14.3
228
70 (68.6) 70 (68.6)
70 (68.6) 70 (68.6)
15.9
213
Unit : kg/m 10.3
11.1
11.9
12.7
13.1
15.1
15.9
139 152 165 178 191 204 217 230 255 281 307
150 164 178 192 206 219 233 247 275 303 331
160 175 190 205 220 235 250 265 295 324 354 399
171 187 203 219 235 251 266 282 314 346 378 426
258 275 291 324 357 390 439
297 316 335 373 411 448 505
312 332 352 392 432 472 532
Page 300
70 (68.6)
100 (98.07)
kness
PIPE
444
473
488 521 587
562 600 675 751
Weight Schedule 40 Weight
Schedule 60 Wall Weight thickness kg/m mm kg/m 0.339 0.629 0.851 1.31 1.74
Page 301
591 631 711 791
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2.57 3.47 4.10 5.44 9.12 11.3 13.5 16.0 21.7 27.7 42.1 59.2 78.3 94.3 123 156 184
10.3 12.7 14.3 15.1 16.7 19.0 20.6
Nomal diameter A 6 8 10 15
B
1/8 1/4 3/8 1/2
52.3 79.8 107 127 160 205 248
Outside diameter mm 10.5 13.8 17.3 21.7
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20 25 32 40 50 65 80 90 100 125 150 200 250 300 350 400 450 500
3/4 1 1 1/2 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20
27.2 34.0 42.7 48.6 60.5 76.3 89.1 101.6 114.3 139.8 165.2 216.3 267.4 318.5 355.6 406.4 457.2 508.0
Norminal wall thickness Schedule 40 Schedule 80 Schedule 120 Schedule 160 Weight Wall Weight Wall Weight Wall Weight thickness thickness thickness kg/m mm kg/m mm kg/m mm kg/m 0.369 2.4 0.479 0.629 3.0 0.799 0.851 3.2 1.11 1.31 3.7 1.64 4.7 1.97 1.71 3.9 2.24 5.5 2.94 2.57 4.5 3.27 6.4 4.36
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)
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3.47 4.10 5.44 9.12 11.3 13.5 16.0 21.7 27.7 42.1 59.2 78.3 94.3 123 156 185
4.9 5.1 5.5 7.0 7.6 8.1 8.6 9.5 11.0 12.7 15.1 17.4 19.0 21.4 23.8 26.2
4.57 5.47 7.46 12.0 15.3 18.7 22.4 30.5 41.8 63.8 93.9 129 158 203 254 311
11.1 12.7 14.3 18.2 21.4 25.4 27.8 30.9 34.9 38.1
28.2 39.8 53.2 88.9 130 184 225 286 363 411
6.4 7.1 8.7 9.5 11.1 12.7 13.5 15.9 18.2 23.0 28.6 33.3 35.7 40.5 45.2 50.0
Physical Requirement Yield Tensile Ti Strength Strength Eiongation min. min. pis min. pis (kg/mm2) (kg/mm2) 30,000 48,000 (21.1) (33.7) 35,000 60,000 (26.4) (42.2) -
42,000
60,000
Page 304
5.73 7.27 11.1 15.6 21.4 27.8 33.6 48.6 66.0 110 168 234 282 365 459 565
PIPE
(29.5) 46,000 (32.3)
-
0.03
52,000 (36.6) 56,000 (3) (39.2) 52,000 (36.6) 65,000 (45.7)
(42.2) 63,000 See (44.3) foot (4) note 66,000 (5) (46.4) (4) 71,000 (49.9) (4) 66,000 (46.4) (4) 77,000 (54.1)
minimum elogation in 2 inches shall be that detemined by the
e - 625,000 A 0.2 U 0.9 e = minimum elongation in 2 inches in percent. ss section area of the tensile test spedcimen in aquare inches, square inch,whichever is smaller. ecified tensile strength,psi.
Dimension and Weight Weight
Length
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Single Lengths: * standard-weight, * regular-weight * extra-strong * double-extra-strong +10.0% -3.5 * special plain * special light-weight +10.0% -5.0 Carload Lot (min.40,000 lb) -7.75%
See foot note (6)
Shortest Length 17'-6"(5.33m) 35'-0"(10.67m) 35-0"(10.67m)
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Page 307
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Test Pressure psi Grade A Grade B Alt Std Alt 700 850 700 850 700 850 700 850 1000 700 850 1000 700 850 1000 1300 1900 2300 1300 1900 2300 2500 2500 2500 -
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-
2500 2500 2500
-
Test Pressure psi Grade A Grade B Alt Std Alt 1500 1870 2260 2500 2500 2500 2500 2500 1310 1640 1970 2370 2620 2800 2800 1170 1320 1460 1610 1750 1890 2040 2210 -
Page 309
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-
2330 2620 2800 2800 2800 2800 2800
-
Test Pressure psi Grade A Grade B Alt Std Alt 940 1180 1420 1650 1950 2120 2360 2600 2800 2800 2800 2800 960 890 1120 1060 990 1240 1170 1090 1360 1280 1190 1490 1380 1290 1610 1490 1390 1740 1700 1580 1980
Page 310
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1900 2120 2340 2550 2800 2800 2800 2800 2800 2800
1780 1980 2180 2380 2740 2800 2800 2800 2800 2800
2220 2470 2730 2800 2800 2800 2800 2800 2800 2800
Test Pressure psi Grade A Grade B Alt Std Alt 810 760 950 980 920 1140 1140 1070 1330 1300 1220 1520 1450 1350 1690 1630 1520 1990 1680 1570 1960 1790 1680 2090 1960 1830 2280 2290 2130 2670 2610 2430 2800 2800 2740 2800 2800 2800 2800 2800 2800 2800 2800 2800 2800 790 730 920
Page 311
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920 1050 1170 1290 1440 1530 1830 2090 2350 2620 2800 2800
860 980 1090 1200 1340 1430 1710 1950 2200 2440 2800 2800
1070 1220 1360 1500 1680 1780 2140 2440 2740 2800 2800 2800
Test Pressure psi Grade A Grade B Alt Std Alt 660 620 770 770 720 900 880 820 1030 990 930 1160 1100 1030 1280 1160 1090 1360 1210 1130 1420 1320 1240 1540 1550 1440 1800 1760 1650 2060 1980 1850 2310 2210 2060 2570 2430 2270 2800 2650 2470 2800
Page 312
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650 800 900 1000 1110 1210 1410 1610 1810 2010 2210 2410 2610
610 750 840 940 1030 1120 1310 1500 1690 1880 2060 2250 2440
e size are special light weight sizes. other sizes are regular weight ternative test pressure Standard Test Pressure psi Grade Grade X56 X60 1870 2000 (2330) (2500) 2110 2260 (2630) (2820) 2330 2500 (2910) (3000) 2570 2750 (3000) (3000) 2810 3000 (3000) (3000)
760 940 1050 1170 1290 1410 1640 1880 2110 2340 2580 2800 2800
Grade X65 2170 (2710) 2440 (3000) 2700 (3000) 2980 (3000) 3000 (3000)
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3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 1980 2180 2380 2570 2780 3000 3000 3000 3000 3000 3000
3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 2120 2340 2550 2760 2980 3000 3000 3000 3000 3000 3000
3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 2300 2530 2770 2990 3000 3000 3000 3000 3000 3000 3000
Page 314
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3000 3000 3000 3000
3000 3000 3000 3000
3000 3000 3000 3000
Standard Test Pressure psi Grade Grade X56 X60 1520 1630 1830 1960 2000 2120 2130 2290 2430 2610 3000 2890 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 1660 1780 1800 1930 1940 2080 2210 2370 2470 2650 2720 2910 3000 3000
Grade X65 1760 2130 2290 2480 2830 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 1930 2090 2250 2570 2870 3000 3000
Page 315
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3000 3000 3000 3000 3000 3000
3000 3000 3000 3000 3000 3000
3000 3000 3000 3000 3000 3000
Standard Test Pressure psi Grade Grade X56 X60 1400 1500 1520 1620 1640 1750 1870 2000 2100 2250 2330 2500 2460 2640 2570 2750 2800 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000
Grade X65 1630 1760 1900 2470 2440 2700 2860 2980 3000 3000 3000 3000 3000 3000 3000 3000
1490 1700
1600 1820
1730 1970
Page 316
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1910 2120 2340 2550 2760 2980 3000 30000 3000 3000 3000 3000
2050 2270 2510 2730 2960 3000 3000 3000 3000 3000 3000 3000
2220 2460 2720 2960 3000 3000 3000 3000 3000 3000 3000 3000
ack tube Test Tressure kg/cm2 49.2 49.2 49.2 70.3 70.3 70.3 70.3 70.3 84.3 84.4 84.4 84.4
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84.4 91.4
Number
esds and Compling of Threade kg/m 0.357 27 0.625 18 0.848 18 1.26 14 1.68 14 2.50 11 1/2 3.39 11 1/2 4.06 11 1/2 5.48 11 1/2 8.66 8 11.3 8 13.7 8 16.2 8 22.0 8
Page 318
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28.5 38.0 43.7 48.7 62.3 67.6 76.1 84.9
8 8 8 8 8 8 8 8
Page 319
PIPE
lculated weight of black tube Screwed and socketed lb/ft kg/m 0.350 0.521 0.457 0.680 0.646 0.961
Page 320
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0.954 1.36 1.75 2.22 2.81 3.98 4.69 6.00 6.84
1.42 2.03 2.61 3.29 4.18 5.92 6.98 8.929 10.2
lculated weight of black tube Screwed and socketed lb/ft kg/m 0.577 0.858 0.828 1.23 1.07 1.59 1.65 2.46 2.13 3.17 2.46 3.65 3.47 5.17 4.46 6.63 5.80 8.64 6.65 9.896 8.34 12.4 11.2 16.7 13.3 19.8
Page 321
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lculated weight of black tube Screwed and socketed lb/ft kg/m 0.983 1.46 1.28 1.91 2.01 2.99 2.60 3.87 3.01 4.47 4.19 6.24 5.39 8.02 6.87 10.3 7.88 11.727 9.91 14.7 12.3 18.3 14.7 21.8
of Black Tube Number Threading and Coupling of Threads per inch
Page 322
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kg/ft 0.125 0.200 0.262 0.376 0.485 0.748 0.966 1.12 1.57 2.02 2.63 3.02 3.78 5.08 6.03
kg/m 0.409 0.655 0.859 1.23 1.59 2.46 3.17 3.66 5.16 6.64 8.63 9.90 12.4 16.7 19.8
28 19 19 14 14 11 11 11 11 11 11 11 11 11 11
of Black Tube Number Threading and Coupling of Threads per inch kg/ft kg/m 0.151 0.496 28 0.236 0.774 19 0.313 1.03 19 0.446 1.46 14 0.581 1.91 14 0.912 2.99 11 1.18 3.87 11
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1.37 1.90 2.45 3.12 3.57 4.50 5.58 6.67
4.48 6.24 8.20 10.2 11.7 14.7 18.3 21.9
11 11 11 11 11 11 11 11
ritic stainless steels may about 5% less,and tentic stainless steels about 2% greater than the shown in this table which are based on weights
Page 324
U.S.A.S.B2.1.
PIPE
Weight Weight Moment Section Radius per ft, of Water of Modulus, Gyration per ft, Inertia. lb 0.186 0.245 0.315 0.330 0.425 0.535 0.423 0.568 0.739 0.671 0.851 1.088 1.304 1.714 0.684 0.857 1.131 1.474 1.937 2.441 0.868 1.404 1.679 2.172
lb 0.0321 0.0246 0.0157 0.0572 0.0451 0.0310 0.1011 0.0827 0.0609 0.1547 0.1316 0.1013 0.0740 0.0216 0.2882 0.2661 0.2301 0.1875 0.1284 0.0641 0.478 0.409 0.374 0.311
in4 0.00088 0.00106 0.00122 0.00279 0.00331 0.00378 0.00586 0.00730 0.00862 0.01431 0.01710 0.02010 0.02213 0.02425 0.02451 0.02970 0.0370 0.0448 0.0527 0.0579 0.0500 0.0757 0.0874 0.1056
in4 0.00437 0.00525 0.00600 1.01032 0.01230 0.01395 0.01737 0.02160 0.02554 0.0341 0.0407 0.0478 0.0527 0.0577 0.0467 0.0566 0.0706 0.0853 0.1004 0.1104 0.0760 0.1151 0.1329 0.1606
in 0.1271 0.1216 0.1164 0.1694 0.1628 0.1547 0.2169 0.2090 0.1991 0.2692 0.2613 0.2505 0.2402 0.2192 0.349 0.343 0.334 0.321 0.304 0.2840 0.443 0.428 0.421 0.407
Page 325
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2.844 3.659 1.107 1.805 2.273 2.997 3.765 5.214 1.274 2.085
0.2261 0.1221 0.797 0.707 0.648 0.555 0.458 0.2732 1.067 0.962
0.1252 0.1405 0.1038 0.1605 0.1948 0.2418 0.2839 0.341 0.1580 0.2469
0.1903 0.2137 0.1250 0.1934 0.2346 0.2913 0.342 0.411 0.1663 0.2599
0.387 0.361 0.564 0.550 0.540 0.524 0.506 0.472 0.649 0.634
Weight Weight Moment Section Radius per ft, of Water of Modulus, Gyration per ft, Inertia. lb 2.718 3.631 4.859 6.408 1.604 2.638 3.653 5.022 7.444 9.029 2.475 3.531 5.793 7.661
lb 0.882 0.765 0.068 0.412 1.716 1.582 1.455 1.280 0.971 0.769 2.499 2.361 2.076 1.837
in4 0.310 0.391 0.483 0.568 0.315 0.499 0.666 0868 1.163 1.312 0.710 0.988 1.530 1.925
in4 0.326 0.412 0.508 0.598 0.2652 0.420 0.561 0.731 0.979 1.104 0.494 0.687 1.064 1.339
in 0.623 0.605 0.581 0.549 0.817 0.802 0.787 0.766 0.729 0.703 0.988 0.975 0.947 0.924
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10.01 13.70 3.03 4.33 7.58 10.25 14.32 18.58 3.47 4.97 9.11 12.51 3.92 5.61 10.79 14.98 18.96 22.51 27.54 6.35 7.77 14.62 20.78 27.04 32.96 38.55 7.58 2.29 18.97 28.57 36.39
1.535 1.067 3.78 3.61 3.20 2.864 2.348 1.801 5.01 4.81 4.28 3.85 6.40 6.17 5.51 4.98 4.48 4.02 3.38 9.73 9.53 8.66 7.89 7.09 6.33 5.62 13.98 13.74 12.51 11.29 10.30
2.353 2.872 1.301 1.822 3.02 3.90 5.03 5.99 1.960 2.756 4.79 6.28 2.811 3.96 7.23 9.61 11.65 13.27 15.29 6.95 8.43 15.17 20.68 25.74 30.0 33.6 11.85 14.40 28.14 40.5 49.6
1.637 1.998 0.744 1.041 1.724 2.226 2.876 3.43 0.980 1.378 2.394 3.14 1.249 1.762 3.21 4.27 5.18 5.90 6.79 2.498 3.03 5.45 7.43 9.25 10.80 12.10 3.58 4.35 8.50 12.23 14.98
0.894 0.844 1.208 1.196 1.164 1.136 1.094 1.047 1.385 1.372 1.337 1.307 1.562 1.549 1.510 1.477 1.445 1.416 1.374 1.929 1.920 1.878 1.839 1.799 1.760 1.722 2.304 2.295 2.245 2.195 2.153
Page 327
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45.30 53.16 9.91 13.40 22.36 24.70 28.55 35.64 43.39
9.16 8.17 24.07 23.59 22.48 22.18 21.69 20.79 19.80
59.0 66.3 26.45 35.4 57.7 63.4 72.5 88.8 105.7
17.81 20.03 6.13 8.21 13.39 11.69 16.81 20.58 24.52
2.104 2.060 3.01 3.00 2.962 2.953 2.938 2.909 2.878
Weight Weight Moment Section Radius per ft, of Water of Modulus, Gyration per ft, Inertia. lb 50.87 60.63 67.76 72.42 74.69 15.15 18.70 28.04 31.20 34.24 40.48 54.74 64.33 76.93
lb 18.84 17.60 16.69 16.09 15.80 37.4 36.9 35.8 35.3 35.0 34.1 32.3 31.1 29.5
in4 121.4 140.6 153.8 162.0 165.9 63.7 76.9 113.7 125.9 137.5 160.8 212.0 244.9 286.2
in4 28.14 32.6 35.7 37.6 38.5 11.85 14.30 21.16 23.42 25.57 29.90 39.4 45.6 53.2
in 2.847 2.807 2.777 2.757 2.748 3.75 3.74 3.71 3.70 3.69 3.67 3.63 3.60 3.56
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89.20 104.13 115.65 19.56 24.20 33.38 43.77 49.56 53.53 65.42 73.16 88.51 107.20 125.49 139.68 160.27 36.71 45.68 54.57 63.37 72.09 80.66 84.91 89.28 97.68 106.13 122.66 130.73 150.67 170.22 189.12
28.0 26.1 24.6 52.5 52.2 51.1 49.7 49.0 48.5 47.0 46.0 44.0 41.6 39.3 37.5 34.9 62.1 60.9 59.7 58.7 57.5 56.5 55.9 55.3 54.3 53.2 51.1 50.0 47.5 45.0 42.6
324 368 399 129.2 140.5 191.9 248.5 279.3 300 362 401 475 562 642 701 781 255.4 314 373 429 484 537 562 589 638 687 781 825 930 1127 1017
60.3 68.4 74.3 20.27 22.03 30.1 39.0 43.8 47.1 56.7 62.8 74.5 88.1 100.7 109.9 122.6 36.5 44.9 53.3 61.2 69.1 76.7 80.3 84.1 91.2 98.2 111.5 117.8 132.8 146.8 159.6
3.52 3.47 3.43 4.45 4.44 4.42 4.39 4.38 4.37 4.33 4.31 4.27 4.22 4.17 4.13 4.07 4.86 4.84 4.82 4.80 4.78 4.76 4.74 4.73 4.71 4.69 4.65 4.63 4.58 4.53 4.48
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42.05 52.36 62.58 72.64 82.77 92.66 102.63 107.50 113.36 122.05 136.46
81.8 80.5 79.1 77.9 76.5 75.4 74.1 73.4 72.7 71.5 69.7
384 473 562 648 732 813 894 933 971 1047 1157
48.0 59.2 70.3 80.9 91.5 106.6 112.2 116.6 121.4 130.9 144.6
5.57 5.55 5.53 5.50 5.48 5.46 7.44 5.43 5.42 5.40 5.37
Weight Weight Moment Section Radius per ft, of Water of Modulus, Gyration per ft, Inertia. lb 141.35 165.83 192.29 223.50 245.11 47.39 59.03 70.59 82.06 93.45 104.75 115.98
lb 69.1 66.1 62.6 58.6 55.9 104.3 102.8 101.2 99.9 98.4 97.0 95.5
in4 1193 1365 1556 1760 1894 549 678 807 931 1053 1172 1289
in4 154.1 170.6 194.5 220.0 236.7 61.0 75.5 89.6 103.4 117.0 130.2 143.3
in 5.36 5.30 5.24 5.17 5.12 6.28 6.25 6.23 6.21 6.19 6.17 6.15
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127.03 138.17 160.14 170.75 207.96 244.14 274.23 308.51 52.73 65.40 78.60 91.31 104.13 116.67 122.91 129.33 141.71 154.20 166.40 178.73 208.87 256.10 296.37 341.10 379.01 63.41 78.93 94.62 109.97 125.49 140.80
94.1 92.7 89.9 88.5 83.7 79.2 75.3 71.0 129.5 128.1 126.0 124.6 122.8 121.3 120.4 119.7 118.1 116.5 115.0 113.4 109.4 103.4 98.3 92.6 87.9 188.0 186.1 183.8 182.1 180.1 178.1
1403 1515 1731 1834 2180 2499 2750 3020 757 935 1114 1286 1457 1624 1704 1787 1946 2105 2257 2409 2772 3320 3760 4420 4590 1316 1629 1943 2246 2550 2840
156.3 168.3 192.8 203.8 242.2 277.6 306 336 75.7 93.5 111.4 128.6 145.7 162.4 170.4 178.7 194.6 210.5 225.7 240.9 277.2 332 376 422 459 109.6 35.8 161.9 187.4 212.5 237.0
6.13 6.10 6.06 6.04 5.97 5.90 5.84 5.77 6.98 6.96 6.94 6.92 6.90 6.88 6.86 6.85 6.83 6.81 6.79 6.77 6.72 6.63 6.56 6.48 6.41 8.40 8.38 8.35 8.33 8.31 8.29
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156.03 171.17 186.24 238.11 296.36 367.40 429.39 483.13 541.94 98.93 157.53 196.08
176.2 174.3 172.4 165.8 158.3 149.3 141.4 134.5 127.0 293.8 286.3 281.5
3140 3420 3710 4650 5670 6850 7830 8630 9460 3120 5040 6220
261.4 285.2 309 388 437 571 652 719 788 214 336 415
8.27 8.25 8.22 8.15 8.07 7.96 7.89 7.79 7.70 10.50 10.43 10.39
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Page 333
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Page 334
PIPE
Page 335
PIPE
Page 336
PIPE
Page 337
PIPE
Page 338
PIPE
Page 339
PIPE
Page 340
PIPE
Page 341
PIPE
Page 342
PIPE
Page 343
PIPE
Page 344
PIPE
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PIPE
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PIPE
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PIPE
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Schedute 50 Schedute 60 Hydrostatic Wall Hydrostatic test presure Thickness Weight test presure kg/cm2(bar) kg/cm2(bar) class class mm kg/m class class 2 3 2 3 70 70 70 70 (68.6) (68.6) 2.4 0.479 (68.6) (68.6) 70 70 70 70 (68.6) (68.6) 3.0 0.799 (68.6) (68.6) 70 70 70 70 (68.6) (68.6) 3.2 1.11 (68.6) (68.6) 70 70 70 70 (68.6) (68.6) 3.7 1.64 (68.6) (68.6) 70 70 70 70 (68.6) (68.6) 3.9 2.24 (68.6) (68.6) 70 70 70 70 (68.6) (68.6) 4.5 3.27 (68.6) (68.6) 100 120 130 140
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(98.07) 100 (98.07) 100 (98.07) 100 (98.07) 130 (127.5) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3) 130 (127.5) 130 (127.5) 120 (117.7) 110 (107.9) 110 (107.9) 110 (107.9) 110 (107.9)
(117.7) 120 (117.7) 120 (117.7) 120 (117.7) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3) 130 (127.5) 130 (127.5) 120 (117.7) 120 (117.7) 120 (117.7)
4.9
4.57
5.1
5.47
5.5
7.46
7.0
12.0
7.6
15.3
8.1
18.7
8.6
22.4
9.5
30.5
11.0
41.8
12.7
63.8
15.1
93.9
17.4
129
19.0
158
21.4
203
23.8
254
26.2
311
(127.5) 130 (127.5) 130 (127.5) 130 (127.5) 180 (176.5) 180 (176.5) 180 (176.5) 180 (176.5) 180 (176.5) 180 (156.9) 150 (147.1) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3)
(137.3) 140 (137.3) 140 (137.3) 140 (137.3) 180 (176.5) 180 (176.5) 180 (176.5) 180 (176.5) 170 (176.5) 170 (166.7) 160 (166.7) 160 (156.9) 160 (156.9 160 (156.9) 160 (156.9) 160 (156.9)
Page 352
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Page 353
PIPE
Page 354
PIPE
Page 355
PIPE
Page 356
PIPE
Page 357
PIPE
Page 358
PIPE
Page 359
PIPE
Page 360
PIPE
Page 361
PIPE
Page 362
PIPE
Page 363
PIPE
Page 364
PIPE
Page 365
PIPE
Page 366
PIPE
Page 367
PIPE
Page 368
PIPE
Page 369
PIPE
Page 370
PIPE
Page 371
PIPE
Page 372
PIPE
Page 373
PIPE
Page 374
PIPE
Page 375
PIPE
Page 376
PIPE
Page 377
PIPE
Page 378
PIPE
Page 379
PIPE
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PIPE
Page 381
PIPE
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PIPE
Page 384
PIPE
Page 385
FLANGES
DIMENSION OF WELDED AND SEAMLESS PIPE (Carben and Slloy Steel Pipe) NOMINAL
1/8 1/4 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 24
O.D. OF
SCH.
SCH.
SCH.
STD.
PIPE
10
20
30
WALL
40
0.277 0.307 0.330 0.375 0.375 0.438 0.500 0.562
0.068 0.088 0.091 0.109 0.113 0.133 0.140 0.145 0.154 0.203 0.216 0.226 0.237 0.258 0.280 0.322 0.365 0.375 0.375 0.375 0.375 0.375 0.375
0.068 0.088 0.091 0.109 0.113 0.133 0.140 0.145 0.154 0.203 0.216 0.226 0.237 0.258 0.280 0.322 0.365 0.406 0.438 0.500 0.562 0.593 0.688
0.405 0.540 0.675 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 4.500 5.563 6.625 8.625 10.750 12.750 14.000 16.000 18.000 20.000 24.000
0.250 0.250 0.250 0.250 0.250
0.250 0.250 0.250 0.312 0.312 0.312 0.375 0.375
Page 386
NOMINAL WALL THICKNESS "t" SCH. SCH. EXTRA SCH. 60
STRONG
80
0.406 0.500 0.562 0.593 0.656 0.750 0.812 0.968
0.095 0.119 0.126 0.147 0.154 0.179 0.191 0.200 0.218 0.276 0.300 0.318 0.337 0.375 0.432 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500
0.095 0.119 0.126 0.147 0.154 0.179 0.191 0.200 0.218 0.276 0.300 0.318 0.337 0.375 0.432 0.500 0.593 0.687 0.750 0.843 0.937 1.013 0.128
FLANGES
26 28 30 32 34 36
26.000 28.000 30.000 32.000 34.000 36.000
0.312 0.312 0.312 0.312 0.312 0.312
0.500 0.500 0.500 0.500 0.500 0.500
0.625 0.625 0.625 0.625 0.625
0.375 0.375 0.375 0.375 0.375 0.375
0.500 0.500 0.500 0.500 0.500 0.500
0.688 0.688 0.750
ABOVE DIMENSIONS ARE INCLUDED IN USAS B36.10
150 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8
3 1/2 3 7/8 4 1/4 4 5/8 5 6 7 7 1/2 8 1/2 9 10 11 13 1/2
7/16 1/2 9/16 5/8 11/16 3/4 7/8 15/16 15/16 15/16 15/16 1 1 1/8
1 3/8 1 3/16 1 11/16 1 1/2 2 1 15/16 2 1/2 2 5/16 2 7/8 2 9/16 3 5/8 3 1/16 4 1/8 3 9/16 5 4 1/4 5 1/2 4 13/16 6 3/16 5 5/16 7 5/16 6 7/16 8 1/2 7 9/16 10 5/8 9 11/16
0.84 1.05 1.32 1.66 1.90 2.38 2.88 3.50 4.00 4.50 5.56 6.63 8.63
Page 387
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
0.62 0.82 1.05 1.38 1.61 2.07 2.47 3.07 3.55 4.03 5.05 6.07 7.98
1 7/8 2 1/16 2 3/16 2 1/4 2 7/16 2 1/2 2 3/4 2 3/4 2 13/16 3 3 1/2 3 1/2 4
2 3/8 2 3/4 3 1/8 3 1/2 3 7/8 4 3/4 5 1/2 6 7 7 1/2 8 1/2 9 1/2 11 3/4
4 4 4 4 4 4 4 4 8 8 8 8 8
FLANGES
10 12 14 16 18 20 22 24 26 28 30 32 34 36 42
16 19 21 23 1/2 25 27 1/2 29 1/2 32 34 1/4 36 1/2 38 3/4 41 3/4 43 3/4 46 53
1 3/16 1 1/4 1 3/8 1 7/16 1 9/16 1 11/16 1 13/16 1 7/8 2 2 1/16 2 1/8 2 1/4 2 5/16 2 3/8 2 5/8
12 3/4 15 16 1/4 18 1/2 21 23 25 1/4 27 1/4 29 1/4 31 1/4 33 3/4 35 3/4 37 3/4 40 1/4 47
12 14 3/8 15 3/4 18 19 7/5 22 24 1/4 26 1/8 28 1/2 30 3/4 32 3/4 35 37 39 1/4 46
10.75 10.02 4 12.75 12.00 4 1/2 14.00 13.25 5 16.00 15.25 5 18.00 17.25 5 1/2 20.00 19.255 5 11/16 22.00 21.25 5 7/8 24.00 23.25 6 26.00 AS 5 28.00 SPECI- 5 1/16 30.00 FIED 5 1/8 32.00 BY 5 1/4 34.00 PUR- 5 5/16 36.00 CHASER 5 3/8 42.00 5 3/8
14 1/4 17 18 3/4 21 1/4 22 3/4 25 27 1/4 29 1/2 31 3/4 34 36 38 1/2 40 1/2 42 3/4 49 1/2
12 12 12 16 16 20 20 20 24 28 28 28 32 32 36
NOTE : 1) 22 " SIZE NOT COVERED BY USAS B16.5 2) SIZE 26" AND LARGER IN FLANGE AND DRILLING DIMENSIONS SHALL CONFORM TO CLASS 125 CAST IRON FLANGES, USAS B16.1 3) FLANGES WILL BE BORED TO THESE DIMENSIONS (TO MATCH STANDARD WALL PIPE) UNLESS OTHERWISE SPECIFIED. 4) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES-ARE FORGED FROM ROLLED STEEL BILLETS CONFORMING TO ASTM SPECIFICATION A-181
300 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL Page 388
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
FLANGES
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2 33 36 38 1/4 40 3/4 43 45 1/4 47 1/2 50
9/16 1 /3/8 1 1/2 5/8 1 11/16 1 7/8 11/16 2 2 1/8 3/4 2 1/2 2 1/2 16/16 2 7/8 2 3/4 7/8 3 5/8 3 5/16 1 4 1/8 3 15/16 1 1/8 5 4 5/8 1 3/16 5 1/2 5 1/4 1 1/4 6 3/16 5 3/4 1 3/8 7 5/16 7 1 7/16 8 1/2 8 1/8 1 5/8 10 5/8 10 1/4 1 7/8 12 3/4 12 5/8 2 15 14 3/4 2 1/8 16 1/4 16 3/4 2 1/4 18 1/2 19 2 3/8 21 21 2 1/2 23 23 1/8 2 5/8 25 1/4 25 1/4 2 3/4 27 1/4 27 5/8 3 1/8 29 1/2 28 3/8 3 3/8 31 1/2 30 1/2 3 5/8 33 3/4 32 9/16 3 7/8 36 34 11/16 4 38 36 7/8 4 1/8 40 1/2 39
0.84 0.62 1.05 0.82 1.32 1.05 1.66 1.38 1.90 1.61 2.38 2.07 2.88 2.47 3.50 3.07 4.00 3.55 4.50 4.03 5.56 5.05 6.63 6.07 8.63 7.98 10.75 10.02 12.75 12.00 14.00 13.25 16.00 15.25 18.00 17.25 20.00 19.25 22.00 21.25 24.00 23.25 26 1/4 TO BE 28 1/4 SPECI30 1/4 FIED 32 1/4 BY 34 5/16 PUR36 5/16 CHASER
Page 389
2 1/16 2 1/4 2 7/16 2 9/16 2 11/16 2 3/4 3 3 1/8 3 3/16 3 3/8 3 7/8 3 7/8 4 3/8 4 5/8 5 1/8 5 5/8 5 3/4 6 1/4 6 3/8 6 1/2 6 5/8 7 1/4 7 3/4 8 1/4 8 3/4 9 1/8 9 1/2
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27 29 1/4 32 34 1/2 37 39 1/4 41 1/2 43 1/2 46
4 4 4 4 4 8 8 8 8 8 8 12 12 16 16 20 20 24 24 24 24 28 28 28 28 28 32
FLANGES
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5 2) SIZES 26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 300. 3) FLANGES WILL BE BORED TO THESE DIMENSIONS (TO MATCH STANDARD WALL PIPE) UNLESS OTHERWISE SPECIFIED' 4) FLANGES 24" AND SMALLER ARE FORGED FROM STEEL BILLETS CONFORMING TO ASTM A181. 5) FLANGES 26" AND LARGER FORGED FROM STEEL BILLETS CONFORMING TO ASTM A105.
400 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2
9/16 5/8 11/16 13/16 7/8 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 7/8 2 1/8 2 1/4
1 3/8 1 1/2 1 11/16 1 7/8 2 2 1/8 2 1/2 2 1/2 2 7/8 2 3/4 3 5/8 3 5/16 4 1/8 3 15/16 5 4 5/8 5 1/2 5 1/4 6 3/16 5 3/4 7 5/16 7 8 1/2 8 1/8 10 5/8 10 1/4 12 3/4 12 5/8 15 14 3/4
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
0.84 2 1/16 1.05 2 1/4 1.32 2 7/16 1.66 TO BE 2 5/8 1.90 SPECIFIED 2 3/4 2.38 2 7/8 BY 2.88 PURCHA- 3 1/8 3.50 3 1/4 SER 4.00 3 3/8 4.50 3 1/2 5.56 4 6.63 4 1/16 8.63 4 5/8 10.75 4 7/8 12.75 5 3/8
Page 390
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4
4 4 4 4 4 8 8 8 8 8 8 12 12 16 16
FLANGES
14 16 18 20 22 24 26 28 30 32 34 36
23 25 1/2 28 30 1/2 33 36 38 1/4 40 3/4 43 45 1/4 47 1/2 50
2 3/8 2 1/2 2 5/8 2 3/4 2 7/8 3 3 1/2 3 3/4 4 4 1/4 4 3/8 4 1/2
16 1/4 16 3/4 14.00 18 1/2 19 16.00 21 21 18.00 23 23 1/8 20.00 25 1/4 25 1/4 22.00 27 1/4 27 5/8 24.00 29 1/2 28 5/8 26 5/16 31 1/2 30 13/16 28 5/16 33 3/4 32 15/16 30 5/16 36 35 32 3/8 38 37 3/16 34 3/8 40 1/4 39 3/8 36 7/16
5 7/8 6 6 1/2 6 5/8 6 3/4 6 7/8 7 5/8 8 1/8 8 5/8 1/8 9 1/2 9 7/8
20 1/4 22 1/2 24 3/4 27 29 1/4 32 34 1/2 37 39 1/4 41 1/2 43 1/2 46
20 20 24 24 24 24 28 28 28 28 28 32
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5 2) SIZES 26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 400. 3) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
600 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL
1/2 3/4 1 1 1/4
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
DIMENSIONS OF 1/2" THROUGH 3 1/2" ARE
Page 391
FLANGES
1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 25
THE SAME WITH FOR 400 lbs. FLANGES.
10 3/4 13 14 16 1/2 20 22 23 3/4 27 29 1/4 32 34 1/4 37 40 42 1/4 44 1/2 47 49 51 3/4
1 1/2 1 3/4 1 7/8 2 3/16 2 1/2 2 5/8 2 3/4 3 3 1/4 3 1/2 3 3/4 4 4 1/4 4 3/8 4 1/2 4 5/8 4 3/4 4 7/8
6 3/16 6 7 5/16 7 7/16 8 1/2 8 3/4 10 5/8 10 3/4 12 3/4 13 1/2 15 15 3/4 16 1/4 17 18 1/2 19 1/2 21 21 1/2 23 24 25 1/4 26 1/4 27 1/4 28 1/4 29 1/2 297/16 31 1/2 31 5/8 33 3/4 33 15/16 36 36 1/8 38 38 5/16 40 1/4 40 5/8
4.50 4 5.56 4 1/2 6.63 4 5/8 8.63 TO BE 5 1/4 10.75 SPECIFIED 6 12.75 6 1/8 BY 14.00 PURCHA- 6 1/2 16.00 7 SER 18.00 7 1/4 20.00 7 1/2 22.00 7 3/4 24.00 8 26 7/16 8 3/4 28 1/2 9 1/4 30 1/2 9 3/4 32 1/2 10 1/4 34 9/16 10 5/8 36 9/16 11 /1/8
8 1/2 10 1/2 11 1/2 13 3/4 17 19 1/4 20 3/4 23 3/4 25 3/4 28 1/2 30 5/8 33 36 38 40 1/4 42 1/2 44 1/2 47
8 8 12 12 16 20 20 20 20 24 24 24 28 28 28 28 28 28
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5 2) SIZES 26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 600.
3) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FORM STEEL BILLETS COVERED BY ASTM A105.
Page 392
FLANGES
900 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12 14 16 18 20 24 26 28 30
4 3/4 5 1/8 5 7/8 6 1/4 7 8 1/2 9 5/8 9 1/2 11 1/2 13 3/4 15 18 1/2 21 1/2 24 25 1/4 27 3/4 31 33 3/4 41 42 3/4 46 48 1/2
7/8 1 3/8 1 1 11/16 1 1/8 2 1 1/8 2 1/2 1 1/4 2 7/8 1 1/2 3 5/8 1 5/8 4 1/8 1 1/2 5 1 3/4 6 3/16 2 7 5/16 2 3/16 8 1/2 2 1/2 10 5/8 2 3/4 12 3/4 3 1/8 15 3 3/8 16 1/4 3 1/2 18 1/2 4 21 4 1/4 23 5 1/2 27 1/4 5 1/2 29 1/2 5 5/8 31 1/2 5 7/8 33 3/4
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
1 1/2 0.84 1 3/4 1.05 2 1/16 1.32 2 1/2 1.66 2 3/4 1.90 TO BE 4 1/8 2.38 SPECIFIED 4 7/8 2.88 BY 5 3.50 PURCHA6 1/4 4.50 SER 7 1/2 5.56 9 1/4 6.63 11 3/4 8.63 14 1/2 10.75 16 1/2 12.75 17 3/4 14.00 20 16.00 22 1/4 18.00 24 1/2 20.00 29 1/2 24.00 30 1/2 26 5/8 32 3/4 28 11/16 35 30 3/4
Page 393
2 3/8 2 3/4 2 7/8 2 7/8 3 1/4 4 4 1/8 4 4 1/2 5 5 1/2 6 3/8 7 1/4 7 1/8 8 3/8 8 1/2 9 9 3/4 11 1/2 11 1/4 11 3/4 12 1/4
3 1/4 3 1/2 4 4 3/8 4 7/8 6 1/2 7 1/2 7 1/2 9 1/4 11 12 1/2 15 1/2 18 1/2 21 22 24 1/4 27 29 1/2 35 1/2 37 1/2 40 1/4 42 3/4
4 4 4 4 4 8 8 8 8 8 12 12 16 20 20 20 20 20 20 20 20 20
FLANGES
32 34 36
51 3/4 55 57 1/2
6 1/4 6 1/2 6 3/4
36 38 40 1/4
37 1/4 32 3/4 39 5/8 34 13/16 41 7/8 36 7/8
13 13 3/4 14 1/4
45 1/2 48 1/4 50 3/4
20 20 20
NOTE : 1) SIZES 26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 900.
2) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
1500 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
DIMENSIONS OF 1/2" THROUGH 2 1/2" ARE THE SAME WITH FOR 400 lbs. FLANGES.
10 1/2 12 1/4 14 3/4 15 1/2 19 23 26 1/2
1 7/8 2 1/8 2 7/8 3 1/4 3 5/8 4 1/4 4 7/8
5 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15
5 1/4 6 3/8 7 3/ 9 11 1/2 14 1/2 17 3/4
3.50 4 5/8 4.50 4 7/8 5.56 TO BE 6 1/8 6.63 SPECIFIED 6 3/4 8.63 8 3/8 BY 10.75 PURCHA- 10 12.75 11 1/8 SER
Page 394
8 9 1/2 11 1/2 12 1/2 15 1/2 19 22 1/2
8 8 8 12 12 12 16
FLANGES
14 16 18 20 24
29 1/2 32 1/2 36 38 3/4 46
5 1/4 5 3/4 6 3/8 7 8
16 1/4 18 1/2 21 23 27 1/4
19 1/2 21 3/4 23 1/2 25 1/4 30
14.00 16.00 18.00 20.00 24.00
11 3/4 12 1/4 12 7/8 14 16
25 27 3/4 30 1/2 32 3/4 39
16 16 16 16 16
2500 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
5 1/4 5 1/2 6 1/4 7 1/4 8 9 1/4 10 1/2 12 14 16 1/2 19 21 3/4 26 1/30
1 3/16 1 3/8 1 11/16 1 1/4 1 11/16 2 1 3/8 2 2 1/4 1 1/2 2 1/2 2 7/8 1 3/4 2 7/8 3 1/8 2 3 5/8 3 3/4 2 1/4 4 1/8 4 1/2 2 5/8 5 5 1/4 3 6 3/16 6 1/2 3 5/8 7 5/16 8 4 1/4 8 1/2 9 1/4 5 10 5/8 12 6 1/2 12 3/4 14 3/4 7 1/4 15 17 3/8
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
0.84 2 7/8 1.05 3 1/8 1.32 3 1/2 1.66 TO BE 3 3/4 1.90 SPECIFIED 4 3/8 2.38 5 BY 2.88 PURCHA- 5 5/8 3.50 6 5/8 SER 4.50 7 1/2 5.56 9 6.63 10 3/4 8.63 12 1/2 10.75 16 1/2 12.75 18 1/2
3 1/2 3 3/4 4 1/4 5 1/8 5 3/4 6 3/4 7 3/4 9 10 3/4 12 3/4 14 1/2 17 1/4 21 1/4 24 3/8
4 4 4 4 4 8 8 8 8 8 8 12 12 12
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED.
Page 395
FLANGES
150 lbs. SLIP ON FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISE AT BASE BORN THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24
3 1/2 3 7/8 4 1/4 4 5/8 5 6 7 7 1/2 8 1/2 9 10 11 13 1/2 16 19 21 23 1/2 25 27 1/2 29 1/2 32
7/16 1/2 9/16 5/8 11/16 3/4 7/8 15/16 15/16 15/16 15/16 1 1 1/8 1 3/16 1 1/4 1 3/8 1 7/16 1 9/16 1 11/16 1 13/16 1 7/8
1 3/8 1 3/16 1 11/16 1 1/2 2 1 15/16 2 1/2 2 5/16 2 7/8 2 9/16 3 5/8 3 1/16 4 1/8 3 9/16 5 4 1/4 5 1/2 4 13/16 6 3/16 5 5/16 7 5/16 6 7/16 8 1/2 7 9/16 10 5/8 9 11/16 12 3/4 12 15 14 3/8 16 1/4 15 3/4 18 1/2 18 21 19 7/8 23 22 25 1/4 24 1/4 27 1/4 26 1/8
0.88 1.09 1.36 1.70 1.95 2.44 2.94 3.57 4.07 4.57 5.66 6.72 8.72 10.88 12.88 14.14 16.16 18.18 20.20 22.22 24.25
Page 396
5/8 5/8 11/16 13/16 7/8 1 1 1/8 1 3/16 1 1/4 1 5/16 1 7/16 1 9/16 1 3/4 1 15/16 2 3/16 2 1/4 2 1/2 2 11/16 2 7/8 3 1/8 3 1/4
2 3/8 2 3/4 3 1/8 3 1/2 3 7/8 4 3/4 5 1/2 6 7 7 1/2 8 1/2 9 1/2 11 3/4 14 1/4 17 18 3/4 21 1/4 22 3/4 25 27 1/4 29 1/2
4 4 4 4 4 4 4 4 8 8 8 8 8 12 12 12 16 16 20 20 20
5/8 5/8 5/8 5/8 5/8 3/4 3/4 3/4 3/4 3/4 7/8 7/8 7/8 1 1 1 1/8 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8
FLANGES
26 28 30 32 34 36 42
34 1/4 36 1/2 38 3/4 41 3 /4 43 3/4 46 53
2 2 1/16 2 1/8 2 1/4 2 5/16 2 3/8 2 5/8
29 1/4 31 1/4 33 3/4 35 3/4 37 3/4 40 1/4 47
28 1/2 30 3/4 32 3/4 35 37 39 1/4 46
26.25 28.25 30.25 32.25 24.25 36.25 42.25
3 3/8 3 7/16 3 1/2 3 5/8 3 11/16 3 3/4 4
31 3/4 34 36 38 1/2 40 1/2 42 3/4 49 1/2
24 28 28 28 32 32 36
1 3/8 1 3/8 1 3/8 1 3/8 1 5/8 1 5/8 1 5/8
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5 2) 26" AND LARGER HAVE THE SAME FLANGE AND DRILLING DIMENSIONS AS CLASS 125 CAST IRON FLANGES, USAS B16.1. 3) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181.
300 lbs. SLIP ON FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISE AT BASE BORN THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4
9/16 5/8 11/16 3/4 13/16 7/8 1 1 1/8
1 3/8 1 1/2 1 11/16 1 7/8 2 2 1/8 2 1/2 2 1/2 2 7/8 2 3/4 3 5/8 3 5/16 4 1/8 3 15/16 5 4 5/8
0.88 1.09 1.36 1.70 1.95 2.44 2.94 3.57
Page 397
7/8 1 1 1/16 1 1/16 1 3/16 1 5/16 1 1/2 1 11/16
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8
4 4 4 4 4 8 8 8
5/8 3/4 3/4 3/4 7/78 3/4 7/8 7/8
FLANGES
3 1/2 4 5 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36
9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2 33 36 38 1/4 40 3/4 43 45 1/4 47 1/2 50
1 3/16 1 1/4 1 3/8 1 7/16 1 5/8 1 7/8 2 2 1/8 2 1/4 2 3/8 2 1/2 2 5/8 2 3/4 3 1/8 3 3/8 3 5/8 3 7/8 4 4 1/8
5 1/2 5 1/4 6 3/16 5 3/4 7 5/16 7 8 1/2 8 1/8 10 5/8 10 1/4 12 3/4 12 5/8 15 14 3/4 16 1/4 16 3/4 18 1/2 19 21 21 23 23 1/8 25 1/4 25 1/4 27 1/4 27 5/8 29 1/2 28 3/8 31 1/2 30 1/2 33 3/4 32 9/16 36 34 11/16 38 36 7/8 10 1/4 39
4.07 4.57 5.66 6.72 8.72 10.88 12.88 14.14 16.16 18.18 20.20 22.22 24.25 26.25 28.25 30.25 32.25 34.25 36.25
1 3/4 1 7/8 2 2 1/16 2 7/16 2 5/8 2 7/8 3 3 1/4 3 1/2 3 3/4 4 4 3/16 7 1/4 7 3/4 8 1/4 8 3/4 9 1/8 9 1/2
7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27 29 1/4 32 34 1/2 37 39 1/4 41 1/2 43 1/2 46
8 8 8 12 12 16 16 20 20 24 24 24 24 28 28 28 28 28 32
7/8 7/8 7/8 7/8 1 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8 1 3/8 1 5/8 1 3/4 1 3/4 1 3/4 1 7/8 2 2 2 1/8
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5 2) 26" AND LARGER COVERED BY MSS-SP44 CLASS 300. 3) FLANGES 24" AND SMALLER FORGED FROM ROLLED STEEL BILLETS COVERED BY ASTM A181. 4) 26" AND LARGER FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
400 lbs. SLIP ON FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM.
LENGTH BOLT NUMBER DIAM.
Page 398
FLANGES PIPE SIZE
DIAM.
NESS (MIN.)
RAISE AT BASE BORN FACE OF HUB
THRU. CIRCLE OF HUB DIAM. HOLES
OF HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2 33 36 38 1/4 40 3/4 43 45 1/4 47 1/2
9/16 5/8 11/16 13/16 7/8 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 7/8 2 1/8 2 1/4 2 3/8 2 1/2 2 5/8 2 3/4 2 7/8 3 3 1/2 3 3/4 4 4 1/4 4 3/8
1 3/8 1 11/16 2 2 1/2 2 7/8 3 5/8 4 1/8 5 5 1/2 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21 23 25 1/4 27 1/4 29 1/2 31 1/2 33 3/4 36 38
7/8 1 1 1/16 1 1/8 1 1/4 1 7/16 1 5/8 1 13/16 1 15/16 2 2 1/8 2 1/4 2 11/16 2 7/8 3 1/8 3 5/16 3 11/16 3 7/8 4 4 1/4 4 1/2 7 5/8 8 1/8 8 5/8 9 1/8 9 1/2
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8 1 1 1 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 1/2 1 5/8 1 3/4 1 7/8 1 7/8 2 2 2 1/8 2 1/8
1 1/2 1 7/8 2 1/8 2 1/2 2 3/4 3 5/16 3 15/16 4 5/8 5 1/4 5 3/4 7 8 1/8 10 1/4 12 5/8 14 3/4 16 3/4 16 21 23 1/8 25 1/4 27 5/8 28 5/8 30 13/16 32 15/16 35 37 3/16
0.88 1.09 1.36 1.70 1.95 2.44 2.94 3.57 4.07 4.57 5.66 6.72 8.72 10.88 12.88 14.14 16.16 18.18 20.20 22.22 24.25 26.25 28.25 30.25 32.25 34.25
Page 399
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 16 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27 29 1/4 32 34 1/2 37 39 1/4 41 1/2 43 1/2
4 4 4 4 4 8 8 8 8 8 8 12 12 16 16 20 20 24 24 24 24 28 28 28 28 28
FLANGES
36
50
4 1/2
40 1/4
39 3/8
36.25
9 7/8
46
32
2 1/8
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5 2) SIZE26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 400 3) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A 105.
600 lbs. SLIP ON FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISE AT BASE BORN THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12
DIMENSIONS OF SIZES 1/2" THROUGH 3 1/2" ARE THE SAME WITH FOR 400 lbs. FLANGES.
10 3/4 13 14 16 1/2 20 22
1 1/2 1 3/4 1 7/8 2 3/16 2 1/2 2 5/8
6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15
6 7 7/16 8 3/4 10 3/4 13 1/2 15 3/4
4.57 5.66 6.72 8.72 10.88 12.88
Page 400
2 1/8 2 3/8 2 5/8 3 3 3/8 3 5/8
8 1/2 10 1/2 11 1/2 13 3/4 17 19 1/4
8 8 12 12 16 20
1 1 1/8 1 1/8 1 1/4 1 3/8 1 3/8
FLANGES
14 16 18 20 22 24 26 28 30 32 34 36
23 3/4 27 29 1/4 32 34 1/4 37 40 42 1/4 44 1/2 47 49 51 3/4
2 3/4 3 3 1/4 3 1/2 3 3/4 4 4 1/4 4 3/8 4 1/2 4 5/8 4 3/4 4 7/8
16 1/4 17 18 1/2 19 1/2 21 21 1/2 23 24 25 1/4 26 1/4 27 1/4 28 1/4 29 1/2 29 7/16 31 1/2 31 5/8 33 3/4 33 15/16 36 36 1/8 38 38 5/16 40 1/4 40 5/8
14.14 16.16 18.18 20.20 22.22 24.25 26.25 28.25 30.25 32.25 34.25 36.25
3 11/16 4 3/16 4 5/8 5 5 1/4 5 1/2 8 3/4 9 1/4 9 3/4 10 1/4 10 5/8 11 1/8
20 3/4 23 3/4 25 3/4 28 1/2 30 5/8 33 36 38 40 1/4 42 1/2 44 1/2 47
20 20 20 24 24 24 28 28 28 28 28 28
1 1/2 1 5/8 1 3/4 1 3/4 1 7/8 2 2 2 1/8 2 1/8 2 3/8 2 3/8 2 5/8
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5. 2) SIZES 26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 600 3) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA 'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A 105
900 lbs. SLIP ON FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISE AT BASE BORN THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4
4 3/4 5 1/8 5 7/8 6 1/4
7/8 1 1 1/8 1 1/8
1 3/8 1 11/16 2 2 1/2
1 1/2 1 3/4 2 1/16 2 1/2
0.88 1.09 1.36 1.70
Page 401
1 1/4 1 3/8 1 5/8 1 5/8
3 1/4 3 1/2 4 4 3/8
4 4 4 4
7/8 7/8 1 1
FLANGES
1 1/2 2 2 1/2 3 4 5 6 8 10 12 14 16 18 20 24 26 28 30 32 34 36
7 8 1/2 9 5/8 9 1/2 11 1/2 13 3/4 15 18 1/2 21 1/2 24 25 1/4 27 3/4 31 33 3/4 41 42 3/4 46 48 1/2 51 3/4 55 57 1/2
1 1/4 1 1/2 1 5/8 1 1/2 1 3/4 2 2 3/16 2 1/2 2 3/4 3 1/8 3 3/8 3 1/2 4 4 1/4 5 1/2 5 1/2 5 5/8 5 7/8 6 1/4 6 1/2 6 3/4
2 7/8 3 5/8 4 1/8 5 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21 23 27 1/4 29 1/2 31 1/2 33 3/4 36 38 40 1/4
2 3/4 4 1/8 4 7/8 5 6 1/4 7 1/2 9 1/4 11 3/4 14 1/2 16 1/2 17 3/4 20 22 1/4 24 1/2 29 1/2 30 1/2 32 3/4 35 37 1/4 39 5/8 41 7/8
1.95 2.44 2.94 3.57 4.57 5.66 6.72 8.72 100.88 12.88 14.14 16.16 18.18 20.20 24.25 26.25 28.25 30.25 32.25 34.25 36.25
1 3/4 2 1/4 2 1/2 2 1/8 2 3/4 3 1/8 3 3/8 4 4 1/4 4 5/8 5 1/8 5 1/4 6 6 1/4 8 11 1/4 11 3/4 12 1/4 13 13 3/4 14 1/4
4 7/8 6 1/2 7 1/2 7 1/2 9 1/4 11 12 1/2 15 1/2 18 1/2 21 22 24 1/4 27 29 1/2 35 1/2 37 1/2 40 1/4 42 3/4 45 1/2 48 1/4 50 3/4
4 8 8 8 8 8 12 12 16 20 20 20 20 20 20 20 20 20 20 20 20
1 1/8 1 1 1/8 1 1 1/4 1 3/8 1 1/4 1 1/2 1 1/2 1 1/2 1 5/8 1 3/4 2 2 1/8 2 5/8 2 7/8 3 1/8 3 1/8 3 3/8 3 5/8 35/8
NOTE : 1) SIZES 26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 900 2) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A 105.
1500 lbs. SLIP ON FLANGES
Page 402
FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISE AT BASE BORN THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
DIMENSIONS OF SIZES 1/2" THROUGH 2 1/2" ARE THE SAME WITH FOR 900 lbs. FLANGES.
10 1/2 12 1/4 14 3/4 15 1/2 19 23 26 1/2
1 7/8 2 1/8 2 7/8 3 1/4 3 5/8 4 1/4 4 7/8
5 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15
5 1/4 6 3/8 7 3/4 9 11 1/2 14 1/2 17 3/4
3.57 4.57 5.66 6.72 8.72 10.88 12.88
2 7/8 3 9/16 4 1/8 4 11/16 5 5/8 6 1/4 7 1/8
8 9 1/2 11 1/2 12 1/2 15 1/2 19 22 1/2
8 8 8 12 12 12 16
1 1/4 1 3/8 1 5/8 1 1/2 1 3/4 2 2 1/8
2500 lbs. SLIP ON FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISE AT BASE BORN THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB HUB DIAM. HOLES HOLE
1/2 3/4 1
5 1/4 5 1/2 6 1/4
1 3/16 1 3/8 1 11/16 1 1/4 1 11/16 2 1 3/8 2 2 1/4
0.88 1.09 1.36
Page 403
1 9/16 1 11/16 1 7/8
3 1/2 3 3/4 4 1/4
4 4 4
7/8 7/8 1
FLANGES
1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
7 1/4 8 9 1/4 10 1/2 12 14 16 1/2 19 21 3/4 26 1/2 30
1 1/2 1 3/4 2 2 1/4 2 5/8 3 3 5/8 4 1/4 5 6 1/2 7 1/4
2 1/2 2 7/8 3 5/8 4 1/8 5 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15
2 7/8 3 1/8 3 3/4 4 1/2 5 1/4 6 1/2 8 9 1/4 12 14 3/4 17 3/8
1.70 1.95 2.44 2.94 3.57 4.57 5.66 6.72 8.72 10.88 12.88
2 1/16 2 3/8 2 3/4 3 1/8 3 5/8 4 1/4 5 1/8 6 7 9 10
5 1/8 5 3/4 6 3/4 7 3/4 9 10 3/4 12 3/4 14 1/2 17 1/4 21 1/4 24 3/8
4 4 8 8 8 8 8 8 12 12 12
1 1/8 1 1/4 1 1/8 1 1/4 1 3/8 1 5/8 1 7/8 2 1/8 2 1/8 2 5/8 2 7/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
150 lbs. LAP JOINT FLANGES LENGTH RADIUS BOLT NUMBER DIAM. NOMINAL OUTSIDE THICK DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2
3 1/2 3 7/8 4 1/4 4 5/8 5 6 7
7/16 1/2 9/16 5/8 11/16 3/4 7/8
1 3/16 1 1/2 1 15/16 2 5/16 2 9/16 3 1/16 3 9/16
0.90 1.11 1.38 1.72 1.97 2.46 2.97
5/8 5/8 11/16 13/16 7/8 1 1 1/8
Page 404
1/8 1/8 1/8 3/16 1/4 5/16 5/16
2 3/8 2 /34 3 1/8 3 1/2 3 7/8 4 3/4 5 1/2
4 4 4 4 4 4 4
5/8 5/8 5/8 5/8 5/8 3/4 3/4
FLANGES
3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24 NOTE :
7 1/2 8 1/2 9 10 11 13 1/2 16 19 21 23 1/2 25 27 1/2 29 1/2 32
15/16 15/16 15/16 15/16 1 1 1/8 1 3/16 1 1/4 1 3/8 1 7/16 1 9/16 1 11/16 1 13/16 1 7/8
4 1/4 4 13/16 5 5/16 6 7/16 7 9/16 9 11/16 12 14 3/8 15 3/4 18 19 7/8 22 24 1/4 26 1/8
3.60 4.10 4.60 5.69 6.75 8.75 10.92 12.92 14.18 16.19 18.20 20.25 22.25 24.25
1 3/16 1 1/4 1 5/16 1 7/16 1 9/16 1 3/4 1 15/16 2 3/16 3 1/8 3 7/16 3 13/16 4 1/16 4 1/4 4 3/4
3/8 3/8 7/16 7/16 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2
6 7 7 1/2 8 1/2 9 1/2 11 3/4 14 1/4 17 18 3/4 21 1/4 22 3/4 25 27 1/4 29 1/2
4 8 8 8 8 8 12 12 12 16 16 20 20 20
3/4 3/4 3/4 7/8 7/8 7 1 1 1 1/8 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8
1) 22" SIZE NOT COVERED BY USAS B16.5 2) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA 'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181.
300 lbs. LAP JOINT FLANGES LENGTH RADIUS BOLT NUMBER DIAM. NOMINAL OUTSIDE THICK DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
1/2 3/4 1 1 1/4
3 3/4 4 5/8 4 7/8 5 1/4
9/16 5/8 11/16 3/4
1 1/2 1 7/8 2 1/8 2 1/2
0.90 1.11 1.38 1.72
7/8 1 1 1/16 1 1/16 Page 405
1/8 1/8 1/8 3/16
2 5/8 3 1/4 3 1/2 3 7/8
4 4 4 4
5/8 3/4 3/4 3/4
FLANGES
1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24
6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2 33 36
13/16 2 3/4 7/8 3 5/16 1 3 15/16 1 1/8 4 5/8 1 3/16 5 1/4 1 1/4 5 3/4 1 3/8 7 1 7/16 8 1/8 1 5/8 10 1/4 1 7/8 12 5/8 2 14 3/4 2 1/8 16 3/4 2 1/4 19 2 3/8 21 2 1/2 23 1/8 2 5/8 25 1/4 2 3/4 27 5/8
1.97 2.46 2.97 3.60 4.10 4.60 5.69 6.75 8.75 10.92 12.92 14.18 16.19 18.20 20.15 22.25 24.25
1 3/16 1 5/16 1 1/2 1 11/16 1 3/4 1 7/8 2 2 1/16 2 7/16 3 3/4 4 4 3/8 4 3/4 5 1/8 5 1/2 5 3/4 6
1/4 5/16 5/16 3/8 3/8 7/16 7/16 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2
4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27 19 1/4 32
4 8 8 8 8 8 8 12 12 16 16 20 20 24 24 24 24
7/8 3/4 7/8 7/8 7/8 7/8 7/8 7/8 1 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8 1 3/8 1 5/8 1 5/8
400 lbs. LAP JOINT FLANGES LENGTH RADIUS BOLT NUMBER DIAM. NOMINAL OUTSIDE THICK DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
1/2 3/4 1 1 1/4
3 3/4 4 5/8 4 7/8 5 1/4
9/16 5/8 11/16 13/16
1 1/2 1 7/8 2 1/8 2 1/2
0.90 1.11 1.38 1.72
7/8 1 1 1/16 1 1/8
Page 406
1/8 1/8 1/8 3/16
2 5/8 3 1/4 3 1/2 3 7/8
4 4 4 4
5/8 3/4 3/4 3/4
FLANGES
1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24 NOTE :
6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2 33 36
7/8 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 7/8 2 1/8 2 1/4 2 3/8 2 1/2 2 5/8 2 3/4 2 7/8 3
2 3/4 3 5/16 3 15/16 4 5/8 5 1/4 5 3/4 7 8 1/8 10 1/4 12 5/8 14 3/8 16 3/4 19 21 23 1/8 25 1/4 27 5/8
1.97 2.46 2.97 3.60 4.10 4.60 5.69 6.75 8.75 10.92 12.92 14.18 16.19 18.20 20.25 22.25 24.25
1 1/4 1 7/16 1 5/8 1 13/16 1 15/16 2 2 1/8 2 1/4 2 11/16 4 4 1/4 4 5/8 5 5 3/8 5 3/4 6 6 1/4
1/4 5/16 5/16 3/8 3/8 7/16 7/16 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2
4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27 29 1/4 32
4 8 8 8 8 8 8 12 12 16 16 20 20 24 24 24 24
7/8 3/4 7/8 7/8 1 1 1 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 1/2 1 5/8 1 3/4 1 7/8
1) 22" SIZE NOT COVERED BY USAS B 165 2) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
600 lbs. LAP JOINT FLANGES LENGTH RADIUS BOLT NUMBER DIAM. NOMINAL OUTSIDE THICK DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
Page 407
FLANGES
4 5 6 8 10 12 14 16 18 20 22 24 NOTE :
10 3/4 13 14 16 1/2 20 22 23 3/4 27 29 1/4 32 34 1/4 37
1 1/2 1 3/4 1 7/8 2 3/16 2 1/2 2 5/8 2 3/4 3 3 1/4 3 1/2 3 3/4 4
6 7 1/16 8 3/4 10 3/4 13 1/2 15 3/4 17 19 1/2 21 1/2 24 26 1/4 28 1/4
DIMENSIONS OF SIZES 1/2" THROUGH 3 1/2" ARE THE SAME WITH FOR 400 lbs. FLANGES. 4.60 2 1/8 2 1/8 7/16 8 1/2 8 5.69 2 3/8 2 3/8 7/16 10 1/2 8 6.75 2 5/8 2 5/8 1/2 11 1/2 12 8.75 3 3 1/2 13 3/4 12 10.92 4 3/8 4 3/8 1/2 17 16 12.92 4 5/8 4 5/8 1/2 19 1/4 20 14.18 5 5 1/2 20 3/4 20 16.19 5 1/2 5 1/2 1/2 23 3/4 20 18.20 6 6 1/2 25 3/4 20 20.25 6 1/2 6 1/2 1/2 28 1/2 24 22.25 6 7/8 6 7/8 1/2 30 5/8 24 24.25 7 1/4 7 1/4 1/2 33 24
1) SIZE 22" NOT COVERED BY USAS B165 2) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
900 lbs. LAP JOINT FLANGES LENGTH RADIUS BOLT NUMBER DIAM. NOMINAL OUTSIDE THICK DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
1/2 3/4 1 1 1/4
4 3/4 5 1/8 5 7/8 6 1/4
7/8 1 1 1/8 1 1/8
1 1/2 1 3/4 2 1/16 2 1/2
0.90 1.11 1.38 1.72
1 1/4 1 1/8 1 5/8 1 5/8 Page 408
1/8 1/8 1/8 3/16
3 1/4 3 1/2 4 4 3/8
4 4 4 4
7/8 7/8 1 1
FLANGES
1 1/2 2 2 1/2 3 4 5 6 8 10 12 14 16 18 20 24 NOTE :
7 8 1/2 9 5/8 9 1/2 11 1/2 13 3/4 15 18 1/2 21 1/2 24 25 1/4 27 3/4 31 33 3/4 41
1 1/4 1 1/2 1 5/8 1 1/2 1 3/4 2 2 3/16 2 1/2 2 3/4 3 1/8 3 3/8 3 1/2 4 4 1/4 5 1/2
2 3/4 4 1/8 4 7/8 5 6 1/4 7 1/2 9 1/4 11 3/4 14 1/2 16 1/2 17 3/4 20 22 1/4 24 1/2 29 1/2
1.97 2.46 2.97 3.60 4.60 5.69 6.75 8.75 10.92 12.92 14.18 16.19 18.20 20.25 24.25
1 3/4 2 1/4 2 1/2 2 1/8 2 3/4 3 1/8 3 3/8 4 1/2 5 5 5/8 6 1/8 6 1/2 7 1/2 8 1/4 10 1/2
1/4 5/16 5/16 3/8 7/16 7/16 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2
4 7/8 6 1/2 7 1/2 7 1/2 9 1/4 11 12 1/2 15 1/2 18 1/2 21 22 24 1/4 27 29 1/2 35 1/2
4 8 8 8 8 8 12 12 16 20 20 20 20 20 20
1 1/8 1 1 1/8 1 1 1/4 1 3/8 1 1/4 1 1/2 1 1/2 1 1/2 1 5/8 1 3/4 2 2 1/8 2 5/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTEM A105.
150 lbs. SOCKET WELDING FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH DEPTH BORN BORN BOLT PIPE DIAM. NESS RAISE AT BASE THRU. OF OF OF CIRCLE SIZE (MIN.) FACE OF HUB HUB SOCKET SOCKET FACE DIAM
1/2 3/4 1
3 1/2 3 7/8 4 1/4
7/16 1/2 9/16
1 3/8 1 3/16 1 11/16 1 1/2 2 1 15/16
5/8 5/8 11/16
Page 409
3/8 7/16 1/2
0.88 1.09 1.36
0.62 0.82 1.05
2 3/8 2 3/4 3 1/8
FLANGES
1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24
4 5/8 5 6 7 7 1/2 8 1/2 9 10 11 13 1/2 16 19 21 23 1/2 25 27 1/2 29 1/2 32
5/8 11/16 3/4 7/8 15/16 15/16 15/16 15/16 1 1 1/8 1 3/16 1 1/4 1 3/8 1 7/16 1 9/16 1 11/16 1 13/16 1 7/8
2 1/2 2 7/8 3 5/8 4 1/8 5 5 1/2 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21 23 25 1/4 27 1/4
2 5/16 13/16 2 9/16 7/8 3 1/16 1 3 9/16 1 1/8 4 1/4 1 3/16 4 13/16 1 1/4 5 5/16 1 5/16 6 7/16 1 7/16 7 9/16 1 9/16 9 11/16 1 3/4 12 1 15/16 14 3/8 2 3/16 15 3/4 2 1/4 18 2 1/2 19 7/8 2 11/16 22 2 7/8 24 1/4 3 1/8 26 1/8 3 1/4
9/16 5/8 11/16 3/4 13/16 7/8 15/16 15/16 1 1/16 1 1/4 1 5/16 1 9/16 1 5/8 1 3/4 1 15/16 2 1/8 2 3/8 2 1/2
1.70 1.95 2.44 2.94 3.57 4.07 4.57 5.66 6.72 8.72 10.88 12.88 14.14 16.16 18.18 20.20 22.22 24.25
1.38 1.61 2.07 2.47 3.07 3.55 4.03 5.05 6.07 7.98 10.02 12.00 13.25 15.25 17.25 19.25 21.25 23.25
3 1/2 3 7/8 4 3/4 5 1/2 6 7 7 1/2 8 1/2 9 1/2 11 3/4 14 1/4 17 18 3/4 21 1/4 22 3/4 25 27 1/4 29 1/2
300 lbs. SOCKET WELDING FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH DEPTH BORN BORN BOLT PIPE DIAM. NESS RAISE AT BASE THRU. OF OF OF CIRCLE SIZE (MIN.) FACE OF HUB HUB SOCKET SOCKET FACE DIAM
1/2 3/4 1
3 3/4 4 5/8 4 7/8
9/16 5/8 11/16
1 3/8 1 11/16 2
1 1/2 1 7/8 2 1/8
7/8 1 1 1/16
Page 410
3/8 7/16 1/2
0.88 1.09 1.36
0.62 0.82 1.05
2 5/8 3 1/4 3 1/2
FLANGES
1 1/4 1 1/2 2 2 1/2 3 NOTE :
5 1/4 6 1/8 6 1/2 7 1/2 8 1/4
3/4 13/16 7/8 1 1 1/6
2 1/2 2 7/8 3 5/8 4 1/8 5
2 1/2 1 1/16 2 3/4 1 3/16 3 5/16 1 5/16 3 15/16 1 1/2 4 5/8 1 11/16
9/16 5/8 11/16 3/4 13/16
1.70 1.95 2.44 2.94 3.57
1.38 1.61 2.07 2.47 3.07
3 7/8 4 1/2 5 5 7/8 6 5/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTEM A181. 22" SIZE NOT COVERED BY USAS B16.5.
600 lbs. SOCKET WELDING FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH DEPTH BORN BORN BOLT PIPE DIAM. NESS RAISE AT BASE THRU. OF OF OF CIRCLE SIZE (MIN.) FACE OF HUB HUB SOCKET SOCKET FACE DIAM
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4
9/16 5/8 11/16 13/16 7/8 1 1 1/8 1 1/4
1 3/8 1 1/2 7/8 1 11/16 1 7/8 1 2 2 1/8 1 1/16 2 1/2 2 1/2 1 1/8 2 7/8 2 3/4 1 1/4 3 5/8 3 5/16 1 7/16 4 1/8 3 15/16 1 5/8 5 4 5/8 1 13/16
3/8 7/16 1/2 9/16 5/8 11/16 3/4 13/16
0.88 1.09 1.36 1.70 1.95 2.44 2.94 3.57
TO BE SPECIFIED BY PURCHASER
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8
BORN
BORN
BOLT
1500 lbs. SOCKET WELDING FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH DEPTH Page 411
FLANGES PIPE SIZE
DIAM.
NESS (MIN.)
RAISE AT BASE THRU. OF OF OF CIRCLE FACE OF HUB HUB SOCKET SOCKET FACE DIAM
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2
4 3/4 5 1/8 5 7/8 6 1/4 7 8 1/2 9 5/8
7/8 1 1 1/8 1 1/8 1 1/4 1 1/2 1 5/8
1 3/8 1 11/16 2 2 1/2 2 7/8 3 5/8 4 1/8
1 1/2 1 3/4 2 1/16 2 1/2 2 3/4 4 1/8 4 7/8
1 1/4 1 3/8 1 5/8 1 5/8 1 3/4 2 1/4 2 1/2
3/8 7/16 1/2 9/16 5/8 11/16 3/4
0.88 1.09 1.36 1.70 1.95 2.44 2.94
TO BE SPECIFIED BY PURCHASER
3 1/4 3 1/2 4 4 3/8 4 7/8 6 1/2 7 1/2
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTEM A105.
1500 lbs. LAP JOINT FLANGES NOMINAL OUTSIDE THICK DIAM. LENGTH RADIUS BOLT NUMBER DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
3 4 5 6 8
10 1/2 12 1/4 14 3/4 15 1/2 19
1 7/8 2 1/8 2 7/8 3 1/4 3 5/8
DIMENSIONS OF SIZES 1/2" THROUGH 2 1/2" ARE THE SAME WITH FOR 900 lbs. FLANGES. 5 1/4 3.60 2 7/8 3/8 8 8 1 1/4 6 3/8 4.60 3 9/16 7/16 9 1/2 8 1 3/8 7 3/4 5.69 4 1/8 7/16 11 1/2 8 1 5/8 9 6.75 4 11/16 1/2 12 1/2 12 1 1/2 11 1/2 8.75 5 5/8 1/2 15 1/2 12 1 3/4
Page 412
FLANGES
10 12 14 16 18 20 24
23 26 1/2 29 1/2 32 1/2 36 38 3/4 46
4 1/4 4 7/8 5 1/4 5 3/4 6 3/8 7 8
14 1/2 17 3/4 19 1/2 21 3/4 23 1/2 25 1/4 30
10.92 12.92 14.18 16.19 18.20 20.25 24.25
7 8 5/8 9 1/2 10 1/4 10 7/8 11 1/2 13
1/2 1/2 1/2 1/2 1/2 1/2 1/2
19 22 1/2 25 27 3/4 30 1/2 32 3/4 39
12 16 16 16 16 16 16
2 2 1/8 2 3/8 2 5/8 2 7/8 3 1/8 3 5/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTEM A105.
2500 lbs. LAP JOINT FLANGES LENGTH RADIUS BOLT NUMBER DIAM. NOMINAL OUTSIDE THICK DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6
5 1/4 5 1/2 6 1/4 7 1/4 8 9 1/4 10 1/2 12 14 16 1/2 19
1 3/16 1 11/16 1 1/4 2 1 3/8 2 1/4 1 1/2 2 7/8 1 3/4 3 1/8 2 3 3/4 2 1/4 4 1/2 2 5/8 5 1/4 3 6 1/2 3 5/8 8 4 1/4 9 1/4
0.90 1.11 1.38 1.72 1.97 2.46 2.97 3.60 4.60 5.69 6.75
1 9/16 1 11/16 1 7/8 2 1/16 2 3/8 2 3/4 3 1/8 3 5/8 4 1/4 5 1/8 6
Page 413
1/8 1/8 1/8 3/16 1/4 5/16 5/16 3/8 7/16 7/16 1/2
3 1/2 3 3/4 4 1/4 5 1/8 5 3/4 6 3/4 7 3/4 9 10 3/4 12 3/4 14 1/2
4 4 4 4 4 8 8 8 8 8 8
7/8 7/8 1 1 1/8 1 1/4 1 1/8 1 1/4 1 3/8 1 5/8 1 7/8 2 1/8
FLANGES
8 10 12
21 3/4 26 1/2 30
5 6 1/2 7 1/4
12 14 3/4 17 3/8
8.75 10.92 12.92
7 9 10
1/2 1/2 1/2
17 1/4 21 1/4 24 3/8
12 12 12
2 1/8 2 5/8 2 7/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTEM A105.
150 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18
3 1/2 3 7/8 4 1/4 4 5/8 5 6 7 7 1/2 8 1/2 9 10 11 13 1/2 16 19 21 23 1/2 25
7/16 1 3/8 1 3/16 5/8 1/2 1 11/16 1 1/2 5/8 9/16 2 1 15/16 11/16 5/8 2 1/2 2 5/16 13/16 11/16 2 7/8 2 9/16 7/8 3/4 3 5/8 3 1/16 1 7/8 4 1/8 3 9/16 1 1/8 15/16 5 4 1/4 1 3/16 15/16 5 1/2 4 13/16 1 1/4 15/16 6 3/16 5 5/16 1 5/16 15/16 7 5/16 6 7/16 1 7/16 1 8 1/2 7 9/16 1 9/16 1 1/8 10 5/8 9 11/16 1 3/4 1 3/16 12 3/4 12 1 15/16 1 1/4 15 14 3/8 2 3/16 1 3/8 16 1/4 15 3/4 2 1/4 1 7/16 18 1/2 18 2 1/2 1 9/16 21 19 7/8 2 11/16 Page 414
5/8 5/8 11/16 13/16 7/8 1 1 1/8 1 3/16 1 1/4 1 5/16 1 7/16 1 9/16 1 3/4 1 15/16 2 3/16 2 1/4 2 1/2 2 11/16
2 3/8 2 3/4 3 1/8 3 1/2 3 7/8 4 3/4 5 1/2 6 7 7 1/2 8 1/2 9 1/2 11 3/4 14 1/4 17 18 3/4 21 1/4 22 3/4
4 4 4 4 4 4 4 4 8 8 8 8 8 12 12 12 16 16
5/8 5/8 5/8 5/8 5/8 3/4 3/4 3/4 3/4 3/4 7/8 7/8 7/8 1 1 1 1/8 1 1/8 1 1/4
FLANGES
20 22 24
27 1/2 29 1/2 32
1 11/16 23 1 13/16 25 1/4 1 7/8 27 1/4
22 24 1/4 26 1/8
2 7/8 3 1/8 3 1/4
2 7/8 3 1/8 3 1/4
25 27 1/4 29 1/2
20 20 20
1 1/4 1 3/8 1 3/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181. 22" SIZE NOT COVERED BY USAS B16.5.
300 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2
9/16 1 3/8 1 1/2 5/8 5/8 1 11/16 1 7/8 5/8 11/16 2 2 1/8 11/16 3/4 2 1/2 2 1/2 13/16 13/16 2 7/8 2 3/4 7/8 7/8 3 5/8 3 5/16 1 1/8 1 4 1/8 3 15/16 1 1/4 1 1/8 5 4 5/8 1 1/4 1 3/16 5 1/2 5 1/4 1 7/16 1 1/4 6 3/16 5 3/4 1 7/16 1 3/8 7 5/16 7 1 11/16 1 7/16 8 1/2 8 1/8 1 13/16 1 5/8 10 5/8 10 1/4 2 1 7/8 12 3/4 12 5/8 2 3/16 2 15 14 3/4 2 3/8 2 1/8 16 1/4 16 3/4 2 1/2 2 1/4 18 1/2 19 2 11/16
Page 415
7/8 1 1 1/16 1 1/16 1 3/16 1 5/16 1 1/2 1 11/16 1 3/4 1 7/8 2 2 1/16 2 7/16 2 5/8 2 7/8 3 3 1/4
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2
4 4 4 4 4 8 8 8 8 8 8 12 12 16 16 20 20
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8 7/8 7/8 7/8 7/8 1 1 1/8 1 1/4 1 1/4 1 3/8
FLANGES
18 20 22 24
28 30 1/2 33 36
2 3/8 2 1/2 2 5/8 2 3/4
21 23 25 1/4 27 1/4
21 23 1/8 25 1/4 27 5/8
2 3/4 2 7/8 3 1/16 3 1/4
3 1/2 3 3/4 4 4 3/16
24 3/4 27 29 32
24 24 24 24
1 3/8 1 3/8 1 5/8 1 5/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181. 22" SIZE NOT COVERED BY USAS B16.5.
400 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2
9/16 5/8 11/16 13/16 7/8 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 7/8 2 1/8 2 1/4
1 3/8 1 1/2 5/8 1 11/16 1 7/8 5/8 2 2 1/8 11/16 2 1/2 2 1/2 13/16 2 7/8 2 3/4 7/8 3 5/8 3 5/16 1 1/8 4 1/8 3 15/16 1 1/4 5 4 5/8 1 3/8 5 1/2 5 1/4 1 9/16 6 3/16 5 3/4 1 7/16 7 5/16 7 1 11/16 8 1/2 8 1/8 1 13/16 10 5/8 10 1/4 2 12 3/4 12 5/8 2 3/16 15 14 3/4 2 3/8
Page 416
7/8 1 1 1/16 1 1/8 1 1/4 1 7/16 1 5/8 1 13/16 1 15/16 2 2 1/8 2 1/4 2 11/16 2 7/8 3 1/8
2 5/8 3 1/2 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4
4 4 4 4 4 8 8 8 8 8 8 12 12 16 16
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8 1 1 1 1 1 1/8 1 1/4 1 3/8
FLANGES
14 16 18 20 22 24
23 25 1/2 28 30 1/2 33 36
2 3/8 2 1/2 2 5/8 2 3/4 2 7/8 3
16 1/4 18 1/2 21 23 25 1/4 27 1/4
16 3/4 19 21 23 1/8 25 1/4 27 5/8
2 1/2 2 11/16 2 3/4 2 7/8 3 1/16 3 1/4
3 5/16 3 11/16 3 7/8 4 4 1/4 4 1/2
20 1/4 22 1/2 24 3/4 27 29 1/4 32
20 20 24 24 24 24
1 3/8 1 1/2 1 1/2 1 5/8 1 3/4 1 7/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181. 22" SIZE NOT COVERED BY USAS B16.5.
600 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
DIMENSIONS OF SIZE "1/2" THROUGH 3 1/2"" ARE THE SAME WITH FOR 400 lbs. FLAANGES. 4 5 6 8 10 12 14 16 18
10 3/4 13 14 16 1 20 22 23 3/4 27 29 1/4
1 1/2 1 3/4 1 7/8 2 3/16 2 1/2 2 5/8 2 3/4 3 3 1/4
6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21
6 7 7/16 8 3/4 10 3/4 13 1/2 15 3/4 17 19 1/2 21 1/2
1 5/8 1 7/8 2 2 1/4 2 9/16 2 3/4 2 7/8 3 1/16 3 1/8 Page 417
2 1/8 2 3/8 2 5/8 3 3 3/8 3 5/8 3 11/16 4 3/16 4 5/8
8 1/2 10 1/2 11 1/2 13 3/4 17 19 1/4 20 3/4 23 3/4 25 3/4
8 8 12 12 16 20 20 20 20
1 1 1/8 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 3/4
FLANGES
20 22 24
32 34 1/4 37
3 1/2 3 3/4 4
23 25 1/4 27 1/4
24 26 1/4 28 1/4
3 1/4 3 7/16 3 5/8
5 5 1/4 5 1/2
28 1/2 30 5/8 33
24 24 24
1 3/4 1 7/8 2
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181. 22" SIZE NOT COVERED BY USAS B16.5.
900 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12 14
4 3/4 5 1/8 5 7/8 6 1/4 7 8 1/2 9 5/8 9 1/2 11 1/2 13 3/4 15 18 1/2 21 1/2 24 25 1/4
7/8 1 3/8 1 1 11/16 1 1/8 2 1 1/8 2 1/2 1 1/4 2 7/8 1 1/2 3 5/8 1 5/8 4 1/8 1 1/2 5 1 3/4 6 3/16 2 7 5/16 2 3/16 8 1/2 2 1/2 10 5/8 2 3/4 12 3/4 3 1/8 15 3 3/8 16 1/4
1 1/2 1 3/4 2 1/16 2 1/2 2 3/4 4 1/8 4 7/8 5 6 1/4 7 1/2 9 1/4 11 3/4 14 1/2 16 1/2 17 3/4
7/8 1 1 1/8 1 3/16 1 1/4 1 1/2 1 7/8 1 5/8 1 7/8 2 1/8 2 1/4 2 1/2 2 13/16 3 3 1/4
Page 418
1 1/4 1 3/8 1 5/8 1 5/8 1 3/4 2 1/4 2 1/2 2 1/8 2 3/4 3 1/8 3 3/8 4 4 1/4 4 5/8 5 1/8
3 1/4 3 1/2 4 4 3/8 4 7/8 6 1/2 7 1/2 7 1/2 9 1/4 11 12 1/2 15 1/2 18 1/2 21 22
4 4 4 4 4 8 8 8 8 8 12 12 16 20 20
7/8 7/8 1 1 1 1/8 1 1 1/8 1 1 1/4 1 3/8 1 1/4 1 1/2 1 1/2 1 1/2 1 5/8
FLANGES
16 18 20 24
27 3/4 31 33 3/4 41
3 1/2 4 4 1/4 5 1/2
18 1/2 21 23 27 1/4
20 22 1/4 24 1/2 29 1/2
3 3/8 3 1/2 3 5/8 4
5 1/4 6 6 1/4 8
24 1/4 27 29 1/2 35 1/2
20 20 20 20
1 3/4 2 2 1/8 2 5/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
1500 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 1 2 2 1/2 3 4 5 6 8 10
4 3/4 5 1/8 5 7/8 6 1/4 7 8 1/2 9 5/8 10 1/2 12 1/4 14 3/4 15 1/2 19 23 26 1/2
7/8 1 1 1/8 1 1/8 1 1/4 1 1/2 1 5/8 1 7/8 2 1/8 2 7/8 3 1/4 3 5/8 4 1/4 4 7/8
1 3/8 1 11/16 2 2 1/2 2 7/8 3 5/8 4 1/8 5 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15
1 1/2 1 3/4 2 1/16 2 1/2 2 3/4 4 1/8 4 7/8 5 1/4 6 3/8 7 3/4 9 11 1/2 14 1/2 17 3/4
7/8 1 1 1/8 1 3/16 1 1/4 1 1/2 1 7/8 2 2 1/4 2 1/2 2 3/4 3 3 5/16 3 5/8
Page 419
1 1/4 1 3/8 1 5/8 1 5/8 1 3/4 2 1/4 2 1/2 2 7/8 3 9/16 4 1/8 4 11/16 5 5/8 6 1/4 7 1/8
3 1/4 3 1/2 4 4 3/8 4 7/8 6 1/2 7 1/2 8 9 1/2 11 1/2 12 1/2 15 1/2 19 22 1/2
4 4 4 4 4 8 8 8 8 8 12 12 12 16
7/8 7/8 1 1 1 1/8 1 1 1/8 1 1/4 1 3/8 1 5/8 1 1/2 1 3/4 2 2 1/8
FLANGES UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
2500 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
5 1/4 5 1/2 6 1/4 7 1/4 8 9 1/4 10 1/2 12 14 16 1/2 19 21 3/4 26 1/2 30
1 3/16 1 3/8 1 11/16 1 1/4 1 11/16 2 1 3/8 2 2 1/4 1 1/2 2 1/2 2 7/8 1 3/4 2 7/8 3 1/8 2 3 5/8 3 3/4 2 1/4 4 1/8 4 1/2 2 5/8 5 5 1/4 3 6 3/16 6 1/2 3 5/8 7 5/16 8 4 1/4 8 1/2 9 1/4 5 10 5/8 12 6 1/2 12 3/4 14 3/4 7 1/4 15 17 3/8
1 1/8 1 1/4 1 3/8 1 1/2 1 3/4 2 2 1/4 2 1/2 2 3/4 3 3 1/4 3 3/4 4 1/4 4 3/4
1 9/16 1 11/16 1 7/8 2 1/16 2 3/8 2 3/4 3 1/8 3 5/8 4 1/4 5 1/8 6 7 9 10
3 1/2 3 3/4 4 1/4 5 1/8 5 3/4 6 3/4 7 3/4 9 10 3/4 12 3/4 14 1/2 17 1/4 21 1/4 24 3/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
150 lbs. BLIND FLANGES Page 420
4 4 4 4 4 8 8 8 8 8 8 12 12 12
7/8 7/8 1 1 1/8 1 1/4 1 1/8 1 1/4 1 3/8 1 5/8 1 7/8 2 1/8 2 1/8 2 5/8 2 7/8
FLANGES
NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
1/2 3/4 1 1 1/4 1 1/2 2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24
3 1/2 3 7/8 4 1/4 4 5/8 5 6
7/16 1/2 91/16 5/8 11/16 3/4
1 3/8 1 11/16 2 2 1/2 2 7/8 3 5/8
2 3/8 2 3/4 3 1/8 3 1/2 3 7/8 4 3/4
4 4 4 4 4 4
5/8 5/8 5/8 5/8 5/8 3/4
0.5 0.9 0.9 1.4 1.8 2.3
7 7 1/2 8 1/2 9 10 11 13 1/2 16 19 21 23 1/2 25 27 1/2 29 1/2 32
7/8 15/16 15/16 15/16 15/16 1 1 1/8 1 3/16 1 1/4 1 3/8 1 7/16 1 9/16 1 11/16 1 13/16 1 7/8
4 1/8 5 5 1/2 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21 23 25 1/4 27 1/4
5 1/2 6 7 7 1/2 8 1/2 9 1/2 11 3/4 14 1/4 17 18 3/4 21 1/4 22 3/4 25 27 1/4 29 1/2
4 4 8 8 8 8 8 12 12 12 12 16 16 20 20
3/4 3/4 3/4 3/4 7/8 7/8 7/8 1 1 1 1/8 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8
3.2 4.1 5.9 7.7 9.1 11.8 20.4 31.8 49.9 63.5 81.6 99.8 129.3 161.0 195.0
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181.
Page 421
FLANGES 22" SIZE NOT COVERED BY USAS B16.5.
300 lbs. BLIND FLANGES NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24
3 3/4 4 1/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2 33 36
9/16 1 3/8 5/8 1 11/16 11/16 2 3/4 2 1/2 13/16 2 7/8 7/8 3 5/8 1 4 1/8 1 1/8 5 1 3/16 5 1/2 1 1/4 6 3/16 1 3/8 7 5/16 1 7/16 8 1/2 1 5/8 10 5/8 1 7/8 12 3/4 2 15 2 1/8 16 1/4 2 1/4 18 1/2 2 3/8 21 2 1/2 23 2 5/8 25 1/4 2 3/4 27 1/4
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27 29 1/4 32
4 4 4 4 4 8 8 8 8 8 12 12 16 16 20 20 24 24 24 24 24
Page 422
3/4 3/4 3/4 7/8 3/4 7/8 7/8 7/8 7/8 7/8 7/8 1 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8 1 3/8 1 5/8 1 5/8
0.9 1.4 1.4 2.0 2.7 3.6 5.4 7.3 10.0 12.3 17.1 22.7 36.7 56.7 83.9 113.4 133.8 179.2 229.1 290.3 358.3
FLANGES UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181. 22" SIZE NOT COVERED BY USAS B16.5.
400 lbs. BLIND FLANGES NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2
9/16 5/8 11/16 13/16 7/8 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 7/8 2 1/8 2 1/4 2 3/8 2 1/2 2 5/8 2 3/4
1 3/8 1 11/16 2 2 1/2 2 7/8 3 5/8 4 1/8 5 5 1/2 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21 23
2 5/8 3 1/4 3 1/2 3 7/8 4 1/25 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27
4 4 4 4 4 8 8 8 8 8 8 12 12 16 16 20 20 24 24
Page 423
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8 1 1 1 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 1/2 1 5/8
0.9 1.4 1.8 2.6 3.6 4.5 6.8 9.1 14.0 14.9 19.9 27.6 45.3 70.3 102.0 131.5 167.8 206.3 265.3
FLANGES
22 24
33 36
2 7/8 3
25 1/4 27 1/4
29 1/4 32
24 24
1 3/4 1 7/8
326.5 403.7
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105. 22" SIZE NOT COVERED BY USAS B16.5.
600 lbs. BLIND FLANGES NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
DIMENSIONS OF SIZE "1/2" THROUGH 1/2"" ARE THE SAME AS FOR 40016 FLAANGES.
4 5 6 8 10 12 14 16 18 20 22 24
10 3/4 13 14 16 1/2 20 22 23 3/4 27 29 1/4 32 34 1/4 37
1 1/2 1 3/4 1 7/8 2 3/16 2 1/2 2 5/8 2 3/4 3 3 1/4 3 1/2 3 3/4
6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21 23 25 1/4 27 1/4
8 1/2 10 1/2 11 1/2 13 3/4 17 19 1/4 20 3/4 23 3/4 25 3/4 28 1/2 30 5/8 33
8 8 12 12 16 20 20 20 20 24 24 24
Page 424
1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 3/4 1 3/4 1 7/8 2
18.6 28.0 39.0 63.5 104.2 133.8 161.1 224.6 285.8 367.4 453.5 566.7
FLANGES UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105. 22" SIZE NOT COVERED BY USAS B16.5.
900 lbs. BLIND FLANGES NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12 14 16 18 20 24
4 3/4 5 1/8 5 7/8 6 1/4 7 8 1/2 9 5/8 9 1/2 11 1/2 13 3/4 15 18 1/2 21 1/2 24 25 1/4 27 3/4 31 33 3/4 41
7/8 1 3/8 1 1 11/16 1 1/8 2 1 1/8 2 1/2 1 1/4 2 7/8 1 1/2 3 5/8 1 5/8 4 1/8 1 1/2 5 1 3/4 6 3/16 2 7 5/16 2 3/16 8 1/2 2 1/2 10 5/8 2 3/4 12 3/4 3 1/8 15 3 3/8 16 1/4 3 1/2 18 1/2 4 21 4 1/4 23 5 1/2 27 1/4
3 1/4 3 1/2 4 4 3/8 4 7/8 6 1/2 7 1/2 7 1/2 9 1/4 11 12 1/2 15 1/2 18 1/2 21 22 24 1/4 27 29 1/2 35 1/2
4 4 4 4 4 8 8 8 8 8 12 12 16 20 20 20 20 20 20
Page 425
7/8 7/8 1 1 1 1/8 1 1 1/8 1 1 1/4 1 3/8 1 1/4 1 1/2 1 1/2 1 1/2 1 5/8 1 3/4 2 2 1/8 2 5/8
1.8 2.7 3.6 4.7 5.9 11.3 15.9 13.2 24.5 38.0 52.2 90.7 131.5 188.3 235.9 272.2 385.6 487.6 819.3
FLANGES
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
1500 lbs. BLIND FLANGES NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
4 3/4 5 1/8 5 7/8 6 1/4 7 8 1/2 9 5/8 10 1/2 12 1/4 14 3/4 15 1/2 19 23 26 1/2
7/8 1 1 1/8 1 1/8 1 1/4 1 1/2 1 5/8 1 7/8 2 1/8 2 7/8 3 1/4 3 5/8 4 1/4 4 7/8
1 3/8 1 11/16 2 2 1/2 2 7/8 3 5/8 4 1/8 5 6 8/16 7 5/16 8 1/2 10 5/8 12 3/4 15
3 1/4 3 1/2 4 4 3/8 4 7/8 6 1/2 7 1/2 8 9 1/2 11 1/2 12 1/2 15 1/2 19 22 1/2
4 4 4 4 4 8 8 8 8 8 12 12 12 16
7/8 7/8 1 1 1 1/8 1 1 1/8 1 1/4 1 3/8 1 5/8 1 1/2 1 3/4 2 2 1/8
1.8 2.7 3.6 4.7 5.9 11.3 15.9 21.8 33.1 60.4 72.6 136.1 231.3 313.0
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
2500 lbs. BLIND FLANGES Page 426
FLANGES
NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
5 1/4 5 1/2 6 1/4 7 1/4 8 9 1/4 10 1/2 12 14 16 1/2 19 21 3/4 26 1/2 30
1 3/16 1 3/8 1 1/4 1 11/16 1 3/8 2 1 1/2 2 1/2 1 3/4 2 7/8 2 3 5/8 2 1/4 4 1/8 2 5/8 5 3 6 3/16 3 5/8 7 5/16 4 1/4 8 1/2 5 10 5/8 6 1/2 12 3/4 7 1/4 15
3 1/2 3 3/4 4 1/4 5 1/8 5 3/4 6 3/4 7 3/4 9 10 3/4 12 3/4 14 1/2 17 1/4 21 1/4 24 3/8
4 4 4 4 4 8 8 8 8 8 8 12 12 12
7/8 7/8 1 1 1/8 1 1/4 1 1/8 1 1/4 1 3/8 1 5/8 1 7/8 2 1/8 2 1/8 2 5/8 2 7/8
3.1 3.6 4.9 7.7 10.4 17.6 25.4 39.0 61.2 102.0 156.4 240.4 467.0 589.5
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
PLATE FLANGES covered by API Spec. PIPE SIZE
(B) 1/2
O.D. D
88.9
BORE THICKA NESS
22.2
T 11.1
O.D. of RE
G 34.9
BOLT O.D. CIRCLE HOLE
C 60.3 Page 427
H 15.9
No. of HOLES
4
O.D.of WEIGHT BOLT kg
1/2
0.4
FLANGES
3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24
98.4 108.0 117.5 127.0 152.4 177.8 190.5 215.9 228.6 254.0 279.4 342.9 406.4 482.6 533.4 596.9 635.0 698.5 749.3 812.8
27.7 34.5 43.2 49.1 61.1 77.1 90.0 102.6 115.4 141.2 166.6 218.0 269.5 321.0 358.1 409.0 459.0 510.0 561.0 612.0
12.7 14.3 15.9 17.5 19.1 22.2 23.8 23.8 23.8 23.8 25.4 28.6 30.2 31.8 34.9 36.5 39.7 42.9 46.0 47.6
42.9 50.8 63.5 73.0 92.1 104.8 127.0 139.7 157.2 185.7 215.9 269.9 323.9 381.0 421.8 469.9 533.4 584.2 641.3 692.2
69.9 79.4 88.9 98.4 120.7 139.9 152.4 177.8 190.5 215.9 241.3 298.5 362.0 431.8 476.3 539.8 577.9 635.0 692.1 749.3
15.9 15.9 15.9 15.9 19.1 19.1 19.1 19.1 19.1 22.2 22.2 22.2 25.4 25.4 28.6 28.6 31.8 31.8 34.9 34.9
4 4 4 4 4 4 4 8 8 8 8 8 12 12 12 16 16 20 20 20
1/2 1/2 1/2 1/2 5/8 5/8 5/8 5/8 5/8 3/4 3/4 3/4 7/8 7/8 1 1 1 1/8 1 1/8 1 1/4 1 1/4
0.8 0.8 1.2 1.6 1.9 2.4 3.0 4.4 5.8 6.2 7.4 12.0 19.0 30.0 31.0 39.0 44.0 56.0 63.0 75.0
O.F.of RF
BOLT CIRCLE
DRILLING DIA No.
G 97 111 125 152
DIA C
H 18 18 18 18
PLATE FLANGES for WATERWORKS PIPE SIZE
BORN
O.D.
(m/m) 50 65 80 100
A 61.5 77.5 90.0 115.4
D 184 193 211 238
THICK CUT for THICK WELD of RF
T 18 18 18 18
F 4 4 4 4
f 2 2 3 3 Page 428
140 155 168 195
N 4 4 4 4
FLANGES
125 150 200 250 300 350 400 450 500 600 700 800 900 1,000 1,100 1,200 1,350 1,500
141.2 166.6 218.0 269.5 321.0 358.1 409.0 459.0 510.0 612.0 713.0 815.0 917.0 1,018.0 1,120.0 1,221.0 1,374.0 1,526.0
263 290 342 410 464 530 582 652 706 810 928 1,034 1,156 1,262 1,366 1,470 1,642 1,800
18 20 21 23 26 26 26 28 28 30 30 32 32 34 36 38 40 42
4 5 6 6 6 6 6 6 6 6 6 7 8 9 10 11 12 13
3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4
177 204 256 308 362 414 466 518 572 676 780 886 990 1,096 1,200 1,304 1,462 1,620
O.D. of RF
BOLT CIRCLE
G 42 48 52 62
C 55 60 65 75
220 247 299 360 414 472 524 585 639 743 854 960 1,073 1.179 1,283 1,387 1,552 1,710
18 18 18 21 21 24 24 28 28 28 31 31 34 34 34 34 38 38
6 6 8 8 10 10 12 12 12 16 16 20 20 24 24 28 28 32
PLATE FLANGES for JIS 5 kg/cm3 JIS Standard B2211 PIPE SIZE
3/8 1/2 3/4 1
I.D.
O.D.
A 18.0 22.5 28.0 34.5
D 75 80 85 95
THICK- THICK NESS of RF
T 9 9 10 10
f 1 1 1 1
Page 429
DRILLING
H 12 12 12 12
N 4 4 4 4
WEIGHT (kg) PLATE
0.27 0.3 0.37 0.45
FLANGES
1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 7 8 9 10 12 14 16 18 20 22 24
43.5 50.0 61.5 77.5 90.5 103.0 116.0 142.0 167.0 192.0 218.0 244.0 270.0 320.0 358.0 409.0 459.0 510.0 561.0 612.0
115 120 130 155 180 190 200 235 265 300 320 345 385 430 480 540 605 655 720 770
12 12 14 14 14 14 16 16 18 18 20 20 22 22 24 24 24 24 26 26
2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3
72 78 88 112 125 135 145 180 210 235 255 280 320 365 405 465 525 575 630 680
90 95 105 130 145 155 165 200 230 260 280 305 345 390 435 495 555 605 655 715
15 15 15 15 19 19 19 19 19 23 23 23 23 23 25 25 25 25 27 27
4 4 4 4 4 4 8 8 8 8 8 12 12 12 12 16 16 20 20 20
0.8 0.83 1.1 1.5 2.0 2.2 2.4 3.3 4.5 5.6 6.4 8.5 9.0 10.7 15.0 18.0 23.0 26.0 32.0 35.0
PLATE FLANGES for JIS 10 kg/cm2 JIS Standard B2212 PIPE SIZE
I.D.
O.D.
A
D
THICK- THICK NESS of RF
T
f
O.D. of RF
BOLT CIRCLE
G
C
Page 430
DRILLING
H
N
WEIGHT (kg) PLATE
FLANGES
3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 7 8 9 10 12 14 16 18 20 22 24
18.0 22.5 28.0 34.5 43.5 50.0 61.5 77.5 90.5 103.0 116.0 142.0 167.0 192.0 218.0 244.0 270.0 320.0 358.0 409.0 459.0 510.0 561.0 612.0
90 95 100 125 135 140 155 175 185 195 210 250 280 305 330 350 400 445 490 560 620 576 745 795
12 12 14 14 16 16 16 18 18 18 18 20 22 22 22 22 24 24 26 28 30 30 32 32
1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3
48 52 58 70 80 85 100 120 130 140 155 185 215 240 265 285 325 370 415 475 530 585 640 690
PLATE FLANGES for JIS 20 kg/cm2 JIS Standard B2214
Page 431
65 70 75 90 100 105 120 140 150 160 175 210 240 265 290 310 355 400 445 510 565 620 680 730
15 15 15 19 19 19 19 19 19 19 19 23 23 23 23 23 25 25 25 27 27 27 33 33
4 4 4 4 4 4 4 4 8 8 8 8 8 12 12 12 12 16 16 16 20 20 20 24
0.52 0.57 0.74 1.2 1.5 1.6 1.9 2.6 2.65 2.8 3.2 4.9 6.3 7.3 8.6 10.5 11.0 12.0 17.5 25.0 33.0 36.0 49.0 52.0
FLANGES
PIPE SIZE
3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 7 8 9 10 12 14 16 18 20 22 24
I.D.
O.D.
A 18.0 22.5 28.0 34.5 43.5 50.0 61.5 77.5 90.5 103.0 116.0 142.0 167.0 192.0 218.0 244.0 270.0 320.0 358.0 409.0 459.0 510.0 561.0 612.0
D 90 95 100 125 135 140 155 175 200 210 225 270 305 325 350 410 430 480 540 605 675 730 795 845
THICK- THICK NESS of RF
T 14 14 16 16 18 18 18 20 22 24 24 26 28 30 30 34 34 36 40 46 48 50 52 54
f 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3
O.D. of RF
BOLT CIRCLE
G 48 52 58 70 80 85 100 120 135 145 160 195 230 250 275 325 345 395 440 495 560 615 670 720
C 65 70 75 90 100 105 120 140 160 170 185 225 260 280 305 360 380 430 480 540 605 660 720 770
Page 432
DRILLING
H 15 15 15 19 19 19 19 19 23 23 23 25 25 25 25 27 27 27 33 33 33 33 39 39
N 4 4 4 4 4 4 8 8 8 8 8 8 12 12 12 12 12 16 16 16 20 20 20 24
WEIGHT (kg) PLATE
0.57 0.63 0.78 1.2 1.6 1.65 2.1 2.5 3.7 4.2 4.9 7.35 9.8 11.1 12.2 19.0 21.0 24.0 36.0 51.0 67.0 78.0 93.0 103.0
FLANGES
BOSS FLANGES for JIS 10 kg/cm2 ans 5 kg/cm2 BOSS FLANGES for 5 kg/cm2 covered by JIS B 2221.1) PIPE SIZE (MM)
(A) 225 250 300 350 400
O.D. of PIPE
PIPE SIZE (IN.)
BORE
O.D.
241.8 267.4 318.5 355.6 406.4
(B) 9 10 12 14 16
do 243.7 269.5 321.0 358.1 409.0
D 345 385 430 480 540
BOSS DIMEENSIONS
THICK
t 20 22 22 24 24
T 30 32 34 36 36
e 7 -
a 286 338 378 432
b 290 342 382 436
BOSS FLANGES for 10 kg/cm2 covered by JIS B 2224.2)
(A)
O.D. of
(B)
do
D
t
T
e
a
b
175 200 225 250 300 350 400
190.7 216.3 241.8 267.4 318.5 355.6 406.4
7 8 9 10 12 14 16
192.1 218.0 243.7 269.5 321.0 358.1 409.0
305 330 350 400 445 490 560
22 22 22 24 24 26 28
32 32 34 36 38 42 44
7 7 7 -
208 234 260 288 340 380 436
212 238 264 292 346 386 442
NOTE : 1. DIMENSIONS OF SIZES 3/8" THROUGH 8" ARE THE SAME AS FOR Page 433
FLANGES PLATE FLANGES FOR 5kg/cm2 COVERED BY JIS B2211. 2. DIMENSIONS OF SIZES 3/8" THROUGH 6" ARE THE SAME AS FOR PLATE FLANGES FOR 10kg/cm2 COVERED BY JIS B2212.
BOSS FLANGES for JIS 20 kg/cm2 JIS Standard B2224 PIPE SIZE
(B) 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 (3 1/2) 4 5 6 8 10 12 14 16
(A) 10 15 20 25 32 40 50 65 80 (90) 100 125 150 200 250 300 350 400
O.D. of PIPE
17.3 21.7 27.2 34.0 42.7 48.6 60.5 76.3 89.1 101.6 114.3 139.8 165.2 216.3 267.4 318.5 355.6 406.4
BORE
O.D.
do 17.8 22.2 27.7 34.5 43.2 49.1 61.1 76.9 89.7 102.2 114.9 140.4 166.0 217.1 268.4 319.5 356.6 407.4
D 90 95 100 125 135 140 155 175 200 210 225 270 305 350 430 480 540 605
FLANGED DIMENSIONS HUB
t 14 14 16 16 18 18 18 20 22 24 24 26 28 30 34 36 40 46 Page 434
T 20 20 22 24 26 26 26 30 34 36 36 40 42 46 52 56 62 70
a 30 34 40 48 56 62 76 94 108 120 134 164 196 244 304 354 398 446
b 32 36 42 50 60 66 80 98 112 124 138 170 202 252 312 364 408 456
r 4 4 4 4 5 5 5 5 6 6 6 6 6 6 6 8 8 10
FLANGES
NOTE : 1) UNLESS OTHERWISE SPECIFIED , ABOVE FLANGES ARE BOREED TO THESE DIMENSION 'D' (TO MATCH SCH.40 PIPE.)
Page 435
FLANGES
HICKNESS "t" SCH.
SCH.
100
120
SCHED SCHED 140
160
0.187 0.218 0.250 0.250 0.281 0.343 0.375 0..438
0.593 0.718 0.843 0.937 1.031 1.156 1.281 1.531
0.438 0.500 0.562 0.718 0.843 1.00 1.093 1.218 1.375 1.500 1.812
0.812 1.000 1.125 1.250 1.438 1.562 1.750 2.062
0.531 0.625 0.718 0.906 1.125 1.312 1.406 1.593 1.781 1.968 2.343
XX
NOMINAL PIPE
STRONG
0.294 0.308 0..358 0.382 0.400 0.436 0.552 0.600 0.636 0.674 0.750 0.864 0.875 1.000 1.000
1/5 1/4 3/5 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 24 Page 436
FLANGES
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) (APPROX)
5/8 5/8 5/8 5/8 5/8 3/4 3/4 3/4 3/4 3/4 7/8 7/8 7/8
0.5 0.8 1.1 1.4 1.9 2.8 4.3 5.2 6.6 7.4 9.6 12.1 20.1
Page 437
FLANGES
1 1 1 1/8 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8 1 3/8 1 3/8 1 3/8 1 5/8 1 5/8 1 5/8 1 5/8
28.3 43.0 56.2 73.2 86.1 109.7 102.0 157.5 136.0 142.8 163.2 197.3 210.9 235.8 340.1
FORM TO CLASS 125 CAST
WALL PIPE) UNLESS OTHERWISE
D FROM ROLLED STEEL BILLETS
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) Page 438
FLANGES (APPROX)
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8 7/8 7/8 7/8 7/8 1 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8 1 3/8 1 5/8 1 5/8 1 3/4 1 3/4 1 7/8 2 2 2 1/8
0.8 1.3 1.7 2.1 3.0 3.6 5.3 7.2 9.2 11.9 16.0 20.8 32.2 46.6 69.0 93.4 119.6 150.5 184.4 210.9 274.7 303.9 367.4 421.8 467.7 544.0 589.5
Page 439
FLANGES
WALL PIPE) UNLESS OTHERWISE
MING TO ASTM A181.
O ASTM A105.
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) (APPROX)
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8 1 1 1 1 1 1/8 1 1/4 1 3/8
0.9 1.5 1.8 2.5 3.5 4.4 6.3 8.6 10.7 15.8 19.5 25.8 40.3 56.9 79.3
Page 440
FLANGES
1 3/8 1 1/2 1 1/2 1 5/8 1 3/4 1 7/8 1 7/8 2 2 1/8 2 1/8 2 1/8 2 1/8
104.8 133.8 158.7 192.7 229.0 281.2 340.1 399.1 453.5 521.6 589.5 670.0
ROM STEEL BILLETS COVERED
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) (APPROX)
E
Page 441
FLANGES
1 1 1/8 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 3/4 1 3/4 1 7/8 2 2 2 1/8 2 1/8 2 3/8 2 3/8 2 5/8
17.5 29.3 35.3 53.6 89.1 110.2 126.9 181.7 221.1 278.2 326.5 399.4 467.0 535.0 589.5 680.3 762.9 793.7
D FORM STEEL BILLETS COVERED
Page 442
FLANGES
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) (APPROX)
7/8 7/8 1 1 1 1/8 1 1 1/8 1 1 1/4 1 3/8 1 1/4 1 1/2 1 1/2 1 1/2 1 5/8 1 3/4 2 2 1/8 2 5/8 2 7/8 3 1/8 3 1/8
1.9 2.7 3.8 4.4 6.0 11.0 15.2 13.9 22.8 37.0 48.4 83.3 123.8 166.9 189.3 234.7 318.9 399.3 730.5 715.0 839.0 975.0
Page 443
FLANGES
3 3/8 3 5/8 3 5/8
1,001.00 1,374.00 1,564.90
D FROM STEEL BILLETS COVERED
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) (APPROX)
E
1 1/4 1 3/8 1 5/8 1 1/2 1 3/4 2 2 1/8
20.1 30.1 57.1 69.0 118.4 208.2 312.1
Page 444
FLANGES
2 3/8 2 5/8 2 7/8 3 1/8 3 5/8
406.5 525.0 687.2 852.6 1,366.8
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) (APPROX)
7/8 7/8 1 1 1/8 1 1/4 1 1/8 1 1/4 1 3/8 1 5/8 1 7/8 2 1/8 2 1/8 2 5/8 2 7/8
3.1 3.6 5.4 7.7 11.3 19.0 23.5 42.6 65.7 111.1 172.3 263.0 489.8 694.5
TEEL BILLETS COVERED.
Page 445
FLANGES
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.4 0.6 0.8 1.0 1.3 2.1 3.2 3.9 4.9 5.3 6.2 7.7 12.5 17.5 27.4 34.7 44.4 51.9 61.7 83.9 87.4
Page 446
FLANGES
113.3 129.2 142.8 179.1 190.5 217.7 263.0
ASS 125 CAST IRON FLANGES,
ROM STEEL BILLETS COVERED
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.6 1.1 1.4 1.7 2.5 2.9 4.2 5.9
Page 447
FLANGES
7.4 9.7 12.3 15.9 24.7 35.7 51.6 69.8 87.6 108.7 134.5 167.8 203.0 258.5 326.5 367.4 403.7 489.0 544.3
ED BY ASTM A181.
UNIT
PRICE
Page 448
FLANGES WEIGHT (FOB) (kg) (APPROX)
0.8 1.3 1.5 2.0 3.0 3.6 5.2 7.0 8.8 11.7 14.0 19.9 30.3 41.2 58.9 8.6 106.5 129.2 156.4 188.7 231.3 294.8 353.8 408.2 467.0 521.6 Page 449
FLANGES
603.0
ROM STEEL BILLETS
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
14.6 24.7 29.6 44.1 71.9 95.4
Page 450
FLANGES
98.7 143.0 174.0 222.0 267.6 312.2 340.9 489.0 535.0 625.0 680.3 725.7
FROM STEEL BILLETS
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
1.8 2.3 3.4 4.0
Page 451
FLANGES
5.4 10.0 13.6 11.7 19.9 32.3 41.8 72.3 102.7 136.7 153.9 184.8 261.2 317.9 607.7 694.0 816.4 942.0 1,139.9 1,338.1 1,519.5
ROM STEEL BILLETS
Page 452
FLANGES UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
18.0 27.8 52.6 62.2 10.4.5 178.5 267.8
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
3.1 3.6 4.9
Page 453
FLANGES
7.2 9.9 17.2 24.9 37.6 56.6 95.2 147.4 219.9 421.8 498.9
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.4 0.6 0.8 1.0 1.3 2.1 3.2
Page 454
FLANGES
3.9 4.9 5.3 6.2 7.7 12.5 17.5 24.4 47.6 63.5 72.5 88.4 111.1 124.7
FROM STEEL BILLETS
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.9 1.3 1.3 1.8 Page 455
FLANGES
2.7 3.1 4.5 5.8 7.7 9.9 12.7 17.6 26.3 41.2 63.5 86.1 113.3 133.8 167.8 197.3 249.4
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.9 1.3 1.8 2.2
Page 456
FLANGES
3.1 4.0 5.4 6.8 9.0 11.3 13.1 19.0 29.0 49.8 68.0 92.9 117.9 142.8 174.6 206.3 258.5
ROM STEEL BILLETS
PRICE WEIGHT (FOB) (kg)
Page 457
FLANGES
1/2" ARE GES. 1 1 1/8 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 3/4 1 3/4 1 7/8 2
16.3 27.6 35.3 49.8 77.1 90.7 113.3 165.5 197.3 258.5 303.9 367.4
D FROM STEEL BILLETS
PRICE WEIGHT (FOB) (kg)
1.8 2.2 3.6 4.0 Page 458
FLANGES
5.4 11.3 15.8 11.3 23.1 36.7 47.6 86.1 124.7 167.8 188.2 210.9 294.8 367.4 703.0
OM STEEL BILLETS
NUMBER DIAM. UNIT PRICE OF OF WEIGHT (FOB) HOLES HOLE (kg) (APPROX)
4 4 4
5/8 5/8 5/8
0.5 0.9 0.9
Page 459
FLANGES
4 4 4 4 4 8 8 8 8 8 12 12 12 16 16 20 20 20
5/8 5/8 3/4 3/4 3/4 3/4 3/4 7/8 7/8 7/8 1 1 1 1/8 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8
1.3 1.3 2.2 3.1 3.6 4.9 5.8 6.8 8.6 13.6 19.5 29.0 40.8 44.44 58.9 74.8 83.9 99.7
NUMBER DIAM. UNIT PRICE OF OF WEIGHT (FOB) HOLES HOLE (kg) (APPROX)
4 4 4
5/8 3/4 3/4
0.9 1.3 1.3
Page 460
FLANGES
4 4 8 8 8
3/4 7/8 3/7 7/8 7/8
1.8 2.7 3.1 4.5 5.8
FROM STEEL BILLETS
NUMBER DIAM. UNIT PRICE OF OF WEIGHT (FOB) HOLES HOLE (kg) (APPROX)
4 4 4 4 4 8 8 8
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8
NUMBER DIAM.
0.9 1.3 1.8 2.2 3.1 4.0 5.8 7.2
UNIT
PRICE Page 461
FLANGES OF HOLES
OF WEIGHT (FOB) HOLE (kg) (APPROX)
4 4 4 4 4 8 8
7/8 7/8 1 1 1 1/8 1 1 1/8
1.8 2.2 3.6 4.0 5.4 11.3 16.3
ED FROM STEEL BILLETS
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
ARE 21.3 34.0 63.5 77.1 129.2
Page 462
FLANGES
219.9 285.7 403.7 521.6 671.0 807.0 1,284.0
TEEL BILLETS
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
3.1 3.6 4.9 7.2 9.9 16.7 24.0 36.2 54.4 92.9 142.8
Page 463
FLANGES
213.1 408.2 498.9
TEEL BILLETS
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.4 0.6 0.8 1.0 1.3 2.1 3.2 3.9 4.9 5.3 6.2 7.7 12.5 17.5 27.4 34.7 44.4 51.9 Page 464
FLANGES
61.7 83.9 87.4
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.6 1.1 1.4 1.7 2.5 2.9 4.2 5.9 7.4 9.7 12.3 15.9 24.7 35.7 51.6 69.8 87.6
Page 465
FLANGES
108.7 134.5 167.8 203.0
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.8 1.3 1.5 2.0 3.0 3.6 5.2 7.0 8.8 11.7 14.0 19.9 30.3 41.2 58.9
Page 466
FLANGES
81.6 106.5 129.2 156.4 183.7 231.3
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
R 400 lbs. FLAANGES. 14.6 24.7 29.6 44.1 71.9 95.4 98.7 143.0 174.0 Page 467
FLANGES
222.0 267.6 312.2
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
1.8 2.3 3.4 4.0 5.4 10.0 13.6 11.7 19.9 32.3 41.8 72.3 102.7 136.7 153.9
Page 468
FLANGES
184.8 261.2 317.9 607.7
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
1.8 2.3 3.4 4.0 5.4 10.0 13.6 18.0 27.8 52.6 62.2 104.5 178.6 267.8
Page 469
FLANGES
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
3.1 3.6 4.9 7.2 9.9 16.7 24.0 36.2 54.4 92.9 142.8 213.1 408.2 498.9
Page 470
FLANGES
Page 471
FLANGES
Page 472
FLANGES
Page 473
FLANGES
Page 474
FLANGES
Page 475
FLANGES
Page 476
FLANGES
Page 477
FLANGES
WEIGHT (kg) PLATE BLIND
3.0 3.0 4.1 4.8
3.65 3.85 4.5 5.55 Page 478
FLANGES
5.7 7.0 9.2 13.5 18.0 24.0 28.0 36.5 41.0 52.0 70.0 80.0 90.0 115.0 140.0 165.0 220.0 240.0
7.2 9.3 13.5 21.5 30.0 39.8 47.0 65.6 80.0 105.0 141.0 190.0 233.0 296.0 365.0 452.0 580.0 760.0
WEIGHT (kg) BLIND
0.29 0.33 0.42 0.53 Page 479
FLANGES
0.94 1.1 1.5 2.1 2.7 3.1 3.8 5.3 7.7 9.8 12.2 15.9 19.0 24.7 37.0 43.0 54.0 63.0 82.0 95.0
WEIGHT (kg) BLIND
Page 480
FLANGES
0.55 0.61 0.8 1.4 1.7 1.9 2.3 3.3 3.6 4.0 4.7 7.4 10.1 12.3 15.0 19.3 22.0 27.0 35.5 58.0 70.0 84.0 110.0 125.0
Page 481
FLANGES
WEIGHT (kg) BLIND
0.6 0.68 0.85 1.34 1.72 1.9 2.3 3.2 4.4 5.7 6.8 10.5 14.5 17.9 20.8 29.7 34.0 47.0 68.0 94.0 120.0 148.0 180.0 210.0
Page 482
FLANGES
BOSS DIMEENSIONS
DIA WEIGHT of (kg) BOLT
DRILLING No.
r 5 5 5 5
r
C 305 345 390 435 495
C
N 12 12 12 12 16
N
H 23 23 23 25 25
M20 M20 M20 M22 M22
6.64 10.1 11.3 12.8 18.3
H
DIA of
WEIGHT (kg)
BOLT
6 6 6 6 6 6 6
265 290 310 355 400 445 510
12 12 12 12 16 16 16
23 23 23 25 25 25 27
M20 M20 M20 M22 M22 M22 M24
7.28 8.04 8.44 12.7 13.8 18.2 25.2
Page 483
FLANGES
D DIMENSIONS
O.D. of BOLT
DRILLING
f 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3
g 48 52 58 70 80 85 100 120 135 145 160 195 230 275 345 395 440 495
d 65.9 78.1 90.2 102.3 126.6 151.0 199.9 248.8 297.9 333.4 381.0
C 65 70 75 90 100 105 120 140 160 170 185 225 260 305 380 430 480 540
No. 4 4 4 4 4 4 8 8 8 8 8 8 12 12 12 16 16 16
h 15 15 15 19 19 19 19 19 23 23 23 25 25 25 27 27 33 33 Page 484
M12 M12 M12 M16 M16 M16 M16 M16 M20 M20 M20 M22 M22 M22 M24 M24 M30 M30
e 5 5 5 5 6 6 6 7 7 8 8 9 10 11 12 13 14 15
m 4 4 4 4 5 5 5 6 6 7 7 8 8 9 10 11 12 13
S2 5 5 5 5 5 5 5 5 5 5 5
n 6 6 6 7 7 8 9 10 11 11 12
FLANGES
Page 485
FLANGES
Page 486
FLANGES
Page 487
FLANGES
Page 488
FLANGES
Page 489
FLANGES
Page 490
FLANGES
Page 491
FLANGES
Page 492
FLANGES
Page 493
FLANGES
Page 494
FLANGES
Page 495
FLANGES
Page 496
FLANGES
Page 497
FLANGES
Page 498
FLANGES
Page 499
FLANGES
Page 500
FLANGES
Page 501
FLANGES
Page 502
FLANGES
Page 503
FLANGES
Page 504
FLANGES
Page 505
FLANGES
Page 506
FLANGES
Page 507
FLANGES
Page 508
FLANGES
Page 509
FLANGES
Page 510
FLANGES
Page 511
FLANGES
Page 512
FLANGES
Page 513
FLANGES
Page 514
FLANGES
Page 515
FLANGES
Page 516
FLANGES
Page 517
FLANGES
Page 518
FLANGES
Page 519
FLANGES
Page 520
FLANGES
Page 521
FLANGES
Page 522
FLANGES
Page 523
FLANGES
Page 524
FLANGES
Page 525
FLANGES
Page 526
FLANGES
Page 527
FLANGES
Page 528
FLANGES
Page 529
FLANGES
Page 530
FLANGES
Page 531
FLANGES
Page 532
FLANGES
Page 533
FLANGES
W
kg 0.59 0.66 0.82 1.28 1.60 1.69 1.92 2.70 3.86 4.47 5.03 7.98 10.5 13.3 22.1 27.2 39.1 54.0 Page 534
FLANGES
Page 535
USEFUL TABLE
HEXAGON HEAD BOLTS UNC - thread
THREAD 1/4UNC
5/16UNC
3/8UNC
7/16UNC
7/16UNC
1/2UNC
20
18
16
14
13
13
7/16 11.1 4 19
1/2 12.7 5.2 22
9/16 14.3 6 25
5/8 15.9 7.1 28
3/4 19 7.9 32 38
3/4 19 7.9 32 38 Approximate weights in kgs per
13 16 19
0.545 0.605 0.663
0.906 1.00 1.10
1.42 1.56 1.70
2.29
3.35
7/8 1 1 1/4
22 25 32
0.723 0.823 0.982
1.19 1.29 1.57
1.84 1.99 2.27
2.48 2.68 3.07
3.61 3.87 4.38
1 1/2 1 3/4 2
38 45 51
1.14 1.30 1.46
1.81 2.06 2.31
2.70 3.05 3.41
3.61 4.09 4.57
4.89 5.63 6.27
2 1/4 2 1/2 2 3/4
57 64 70
1.61 1.77 1.93
2.55 2.80 3.04
3.77 4.12 4.47
5.06 5.54 6.02
6.90 7.53 8.16
Number of threads per inch Nich H mm Thread lengeht g for L up to 152 over 152 Lengeht L inch mm 1/2 5/8 3/4
Page 536
USEFUL TABLE
3 3 1/4 3 1/2
76 83 89
3 3/4 4 4 1/2
95 102 114
5 5 1/2 6
127 140 152
6 1/2 7 7 1/2 8 9 10 11 12
165 178 191 203 229 254 279 304
2.09
3.29
4.83 5.19 5.54
6.51 6.99 7.47
8.79 9.43 10.1
4.03 4.28
5.89 6.25 6.96
8.44
10.7 11.3 12.6
5.26
7.67 8.38 9.09
10.4
13.8 15.1 16.4
3.78
17.5 18.8 20.0 21.3
Nut 0.323 0.488 0.26 0.35 Standard packing Bolt lengths within the coloured panel are fully threaded Number per box 1/4UNC 5/16UNC 100
13-76 Page 537
13-127
0.671 0.71
1.29
1.70 1.41
3/6UNC
7/16UNC
1/2UNC
13-76
19-51
USEFUL TABLE
50 25 10
83-152
57-127
19-203
TABLE OF GAUGES S.W.G. B.W.Q. B.G. No. 0/7 0/6 0/5 0/4 0/3 0/2 0 1 2 3 4 5 6 7 8 9 10
Standard Wire Gauges Birmingham (or Stubs Iron) Wire Gauge Birmingham Gauge S.W.G. B.W.G. inch mm inch mm .500 12.700 .464 11.785 .432 10.973 .400 10.160 .454 11.532 .372 9.449 .425 10.795 .348 8.839 .380 9.652 .324 8.230 .300 8.636 .300 7.620 .294 7.620 .276 7.010 .259 7.214 .252 6.401 .238 6.579 .232 5.893 .220 6.045 .212 5.385 .203 5.588 .192 4.877 .180 5.156 .176 4.470 .165 4.572 .160 4.064 .148 4.191 .144 3.658 .134 3.759 .128 3.251 .120 3.404
Page 538
B.S. U.S.G. M.S.G. B.G. inch mm
.500 .445 .396 .353 .315 .280 .250 .223 .198 .176 .157 .140 .125
2.700 1.308 0.068 8.971 7.993 7.122 6.350 5.651 5.032 4.480 3.988 3.551 3.157
American Brown and Sharp's Gauge United Standard Gauge United States Manutactures' Standard Gauge B.S. inch mm
.460 .410 .365 .325 .289 .258 .229 .204 .182 .162 .144 .129 .114 .102
11.684 10.404 9.266 8.252 7.348 6.543 5.827 5.189 4.620 4.115 3.665 3.264 2.906 2.588
USEFUL TABLE
11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
.116 .104 .092 .080 .072 .064 .056 .048 .040 .036 .032 .028 .024 .022 .020 .0180 .0164 .0148 .0136 .0124 .0116 .0108 .0100 .0092 .0084 .0078 .0068 .0060 .0052
2.946 2.642 2.337 2.032 1.829 1.626 1.422 1.219 1.016 .914 .813 .711 .610 .559 .508 .457 .417 .376 .345 .315 .295 .274 .254 .234 .213 .193 .173 .152 .132
.109 .095 .083 .072 .065 .058 .049 .042 .035 0.32 .028 .025 .022 .020 .018 .016 .014 .013 .012 .010 .009 .008 .007 .006 .005 .004
3.048 2.769 2.413 2.108 1.829 1.651 1.473 1.245 1.067 .889 .813 .711 .635 .559 .508 4.57 .406 .356 .330 .305 .254 .229 .203 .178 .127 .102
Page 539
.111 .099 .088 .079 .070 .063 .056 .050 .0440 .0392 .0349 .0313 .0278 .0248 .0220 .0196 .0175 .0156 .0139 .0123 .0110 .0098 .0087 .0077 .0069 .0061 .0045 .0048
2.827 2.517 2.240 1.994 1.775 1.587 1.412 1.257 1.118 .996 .886 .94 .707 .629 .560 .498 .443 .397 .353 .312 .279 .249 .221 .196 .175 .155 .137 .122
.091 .081 .072 .064 .057 .051 .045 .040 .0359 .0302 .0285 .0253 .0226 .0201 .0179 .0159 .0142 .0126 .0113 .0100 .0089 .0080 .0071 .0063 .0056 .0050 .0045 .0040 .0035
2.304 2.052 1.829 1.628 1.450 1.290 1.151 1.024 .912 .813 .724 .643 .574 .511 .455 .404 .361 .320 .287 .254 .227 .202 .180 .160 .143 .127 .113 .101 .090
USEFUL TABLE
40
.0048
.122
.0031
.060
COMPARATIVE LIST OF MESHES Count of Lines B.W.G. B.&.S S.W.G.
1
1 1
2 2 3 2 3 4 4
Dimeter (mm) sacllonal area 11.67 106.907 11.52 104.177 10.78 91.223 10.39 84.742 10.15 80.872 9.64 72.949 9.44 69.954 9.24 67.201 8.82 61.067 8.63 59.646 8.24 53.299 8.22 53.041 7.61 45.460 7.34 42.292 7.34 40.807 7.01 38.574 5.57 33.884 6.53 33.473 6.39 32.053 6.14 28.638 5.89 27.233
Weight gr/m m/kg 848.841 827.165 724.310 672.851 642.123 579.215 555.403 532.146 484.871 464.204 423.194 421.145 360.952 335.798 324.007 306.277 269.038 265.775 254.500 227.385 216.230
Page 540
1.18 1.21 1.38 1.49 1.56 1.73 1.80 1.88 2.06 2.15 2.36 2.37 2.77 2.98 3.09 3.27 3.72 3.76 3.93 4.40 4.62
Count of Lines B.W.G. B.&.S
48 20 21 20 21 22 22 23 23 24 24 25 26 25 27 26 27
USEFUL TABLE
3 5 5 4 6 6 5 7 7 8 5 8 9 7 9 10 8 10 11 11 9 12 12 10 13 13 11 14 12
5.82 5.58 5.38 5.18 5.18 4.87 4.61 4.57 4.47 4.19 4.11 4.06 3.75 3.66 3.65 3.40 3.25 3.24 3.04 2.97 2.90 2.76 2.64 2.59 2.41 2.33 2.30 2.11 2.03
26.589 24.442 22713 21.063 20.820 18.617 16.682 16.394 15.685 13.781 13.260 12.939 11.039 10.515 10.458 9.076 8.291 8.240 7.254 6.924 6.601 5.979 5.472 5.265 4.559 4.261 4.152 3.494 3.234
211.116 194.069 180.341 167.240 165.310 147.818 132.45 130.16 124.53 109.42 105.28 102.73 87.64 83.48 83.03 72.06 65.83 65.42 57.59 54.97 52.41 47.47 43.60 41.80 36.19 33.83 32.96 27.74 25.67
Page 541
4.74 5.15 5.55 5.98 6.05 6.77 7.55 7.68 8.03 9.14 9.50 9.73 11.41 11.98 12.04 13.88 15.19 15.29 17.36 18.19 19.08 21.07 22.94 13.92 27.63 29.56 30.34 36.05 38.96
28 29 28 30 29 30 31 32 31 33 32 33 34 34 35 35
36 37
USEFUL TABLE
14 15
15 13 16 14
16 17 15 17 16 18 18 17 19 18 19
2.03 1.83 1.82 1.65 1.63 1.63 1.47 1.45 1.42 1.29 1.24 1.22 1.15 1.07 1.02 1.02
3.234 2.628 2.600 2.137 2.0856 2.0856 1.0963 1.6504 1.5828 1.3063 1.2070 1.1683 1.0381 0.8987 0.8167 0.8167
25.67 20.86 20.64 16.96 16.55 16.55 13.46 13.10 12.56 10.37 9.58 9.27 8.27 7.13 6.48 6.48
38.96 47.93 48.45 58.96 60.38 60.38 74.25 76.31 79.57 96.41 104.35 107.80 121.32 140.15 154.22 154.22
36 38 39 40
HARDNESS CONVERSION TABLE Brinell Rock well Brinell Diameter of Load Shore B Scale C Scale Vickers Diameter of Load Shore ball 10 mm 3,000 kg ball 10 mm 3,000 kg Stardard Tungsten Hardness Load Load Hardness Stardard Tungsten Hardness ball Carbidebll No. 100kg 150kg No. ball Carbidebll No. 97 68.0 940 388 388 96 67.5 920 379 379 55 95 67.0 900 369 369 767 93 66.4 880 360 360 52
Page 542
USEFUL TABLE
505 496 488 480 473 465
757 745 733 722 710 698 684 670 656 647 638 630 620 611 601 591 582 573 564 554 545 535 525 517 507 497 488 479 471
92 91 90 88 87 86 84 83 81 80 79 77 75 74 72 71 69 67 66
-
65.9 65.3 64.7 64.0 63.3 62.5 61.8 61.0 60.1 59.7 59.2 58.8 58.3 57.8 57.3 56.8 56.3 55.7 55.2 54.7 54.1 53.6 53.0 52.3 51.7 51.1 50.5 49.8 49.1 Page 543
860 840 820 800 780 760 740 720 700 690 680 670 660 650 640 630 620 610 600 590 580 570 560 550 540 530 520 510 500
350 341 331 322 313 303 294 284 280 275 270 265 261 256 252 247 243 238 233 228 219 209 200 190 181 171 162 152 143
350 341 331 322 313 303 294 284 280 275 270 265 261 256 252 247 243 238 233 228 219 209 200 190 181 171 162 152 143
50 47 45 42 42 40 38 37 36 34 33 32 30 29 28 26 25 24 22
USEFUL TABLE
456 448 441 433 425 415 405 397
460 452 442 433 425 415 405 397
64 62 59 57
-
48.4 47.7 46.9 46.1 45.3 44.5 43.6 42.7
490 480 470 460 450 440 430 420
133 124 114 105 95 90 86 81
133 124 114 105 95 90 86 81
20 -
CONVERSION TABLE : inch, fractions, decimals and millimeters inches fractions decimals .0004 .004 .01 1/64 .0156 .0197 .0295 1/32 .03125 .0394 3/64 .0469 .059 1/16 0.62 5/64 .0781 .0787 3/32 .094
mm .01 .10 .25 .397 .50 .75 .794 1. 1.191 1.5 1.588 1.984 2. 2.381
inches fractions decimals 25/32 .781 .7874 51/64 .797 13/16 .8125 .8268 53/64 .828 27/32 .844 55/64 .850 .8661 7/8 .875 57/64 .8906 .9055 29/32 .9062 59/64 .922 Page 544
mm 19.844 20. 20.241 20.638 21. 21.034 21.431 21.828 22. 22.225 22.622 23. 23.019 23.416
inches fractions decimals 2.165 2 3/16 2.1875 2.2047 2 7/32 2.219 2.244 2 1/4 2.250 2 93/32 2.281 2.7835 2 5/16 2.312 2.3226 2 11/32 2.344 2.3622 2 3/8 2.375 2.4016
mm 55. 55.563 56. 56.356 57. 57.150 57.944 58. 58.738 59. 59.531 60. 60.325 61.
USEFUL TABLE
7/64 1/8 9/64 5/32 11/64 3/16 13/64 7/32 18/64 1/4 17/64 9/32 19/64 5/16 21/64 11/32 -
.0984 .109 .1181 .125 .1378 .141 .156 .1575 .172 .177 .1875 .1969 .203 .2165 .219 .234 .2362 .250 .559 .2656 .2756 .281 .2953 .297 .312 .315 .328 .335 .344
2.5 2.778 3. 3.175 3.5 3.572 5.969 4. 4.366 4.5 4.763 5. 5.159 5.5 5.556 5.953 6. 6.350 6.5 6.747 7. 7.144 7.5 7.541 7.938 8. 8.334 8.5 8.731
15/16 61/64 31/32 63/64 1 1 1/32 1 1/6 1 3/32 1 1/8 15/32 1 3/16 1 7/32 1 1/4 1 9/32 1 5/16 1 11/32 1 3/8 -
.9375 .9449 .953 .969 .9843 .9844 1.000 1.0236 1.0312 1.082 1.063 1.094 1.1024 1.125 1.1417 1.156 1.1811 1.1875 1.219 1.2205 1.250 1.2598 1.281 1.2992 1.312 1.3386 1.344 1.375 1.3779 Page 545
23.813 24. 24.209 24.606 25. 25.003 25.400 26. 26.194 26.988 27. 27.781 28. 28.575 29. 29.369 30. 30.163 30.956 31. 31.750 32. 32.544 33. 33.338 34. 34.131 34.925 35.
2 13/32 2 7/16 2 15/32 2 1/2 2 17/32 2 9/16 2 19/32 2 5/8 2 21/32 2 11/16 2 23/32 2 3/4 2 25/32 2 13/16 2 27/32 2 7/8 2 29/32
2.406 2.438 2.4409 2.469 2.4803 2.500 2.5197 2.531 2.559 2.562 2.594 2.5984 2.625 2.638 2.656 2.6772 2.6875 2.7165 2.719 2.750 2.7559 2.781 2.7953 2.8125 2.8346 2.844 2.8740 2.875 2.9062
61.119 61.913 62. 62.706 63. 63.500 64. 64.294 65. 65.088 65.881 66. 66.675 67. 67.469 68. 68.263 69. 69.056 69.850 70. 70.6439 71. 71.4376 72. 72.2314 73. 73.025 73.819
USEFUL TABLE
23/64 3/8 25/64 13/32 27/64 7/16 29/64 15/32 31/64 1/2 33/64 17/32 35/64 9/16 37/64 19/32 39/64 5/8 -
.3543 .359 .374 .375 .391 .3937 .406 .413 .422 .4331 .438 .453 .468 .4724 .484 .492 .500 .5118 .5156 .531 .547 .5512 .563 .571 .578 .5906 .594 .609 .625
9. 9.128 9.5 9.525 9.922 10. 10.319 10.5 10.716 11. 11.113 11.509 11.906 12. 12.303 12.5 12.710 13. 13.097 13.494 13.891 14. 14.288 14.5 14.684 15. 15.081 15.478 15.875
1 13/32 1 7/16 1 15/32 1 1/2 1 17/32 19/16 1 19/32 1 5/8 1 21/32 1 11/16 1 23/32 1 3/4 1 25/32 1 13/16 1 27/32 1 7/8 -
1.406 1.4173 1.438 1.4567 1.469 1.4961 1.500 1.531 1.5354 1.562 1.5748 1.594 1.6142 1.625 1.6535 1.6562 1.6875 1.6929 1.719 1.7323 1.750 1.7717 1.781 1.8110 1.8125 1.844 1.8504 1.875 1.8898 Page 546
35.719 36. 36.513 37. 37.306 38. 38.100 38.894 39. 39.688 40. 40.481 41. 41.275 42. 42.069 42.863 43. 43.565 44. 44.450 45. 45.244 46. 46.038 46.831 47. 47.625 48.
2 16/16 2 31/32 3 3 1/32 3 1/16 3 3/32 3 1/8 3 5/32 3 3/16 3 7/32 3 1/4 3 9/32 3 5/16 3 11/32 3 3/8 3 13/32
2.9135 2.9375 2.952 2.969 2.9921 3.000 3.0312 3.0315 3.062 3.0709 3.094 3.1102 3.125 3.1496 3.156 3.1875 3.1890 3.219 3.2283 3.250 3.2677 3.281 3.3071 3.312 3.344 3.3464 3.375 3.3858 3.408
74. 74.613 75. 75.406 76. 76.200 76.994 77. 77.788 78. 78.581 79. 79.375 80. 80.169 80.963 81. 81.756 82. 82.550 83. 83.344 84. 84.1377 84.9314 85. 85.725 86. 86.519
USEFUL TABLE
41/64 21/32 43/64 11/16 45/64 23/32 4764 3/4 40/64
.6299 .6406 .6496 .656 .6693 .672 .6875 .703 .7087 .719 .7283 .734 .7480 .750 .7656
16. 16.272 16.5 16.669 17.2 17.066 17.463 17.859 18. 18.256 18.5 18.653 19. 19.050 19.447
1 29/32 1 15/16 1 31/32 2 2 1/32 2 1/16 2 3/32 2 1/8 2 5/32
1.9062 1.9291 1.9375 1.9685 1.969 2.000 2.0079 2.03125 2.0472 2.052 2.0865 2.094 2.125 2.126 2.156
48.419 49. 49.213 50. 50.006 50.800 51. 51.594 52. 52.388 53. 53.181 53.975 54. 54.769
3 7/16 3 15/32 1 1/2 3 17/32 3 9/16 3 19/32 3 5/8 3 21/32 -
3.4252 3.438 3.4646 3.649 3.500 3.5039 3.531 3.5433 3.562 3.5827 3.594 3.622 3.625 3.656 3.6614
APPLICATION NAD MATERIAL SPECIFICATION WITH EQUIVALENT STANDARD Mill Facilities The plate production facilities are approved by all ship classification socieities. Plate Mill includes the following: O Two Slab reheating furnace. O Two 4-high reversing mill. O Shol Blast O Side trimming shear and end cutter O Flame cutting equipment.
Page 547
87. 87.313 88. 88.106 88.900 89. 89.694 90. 90.487 91. 91.281 92. 92.075 92.869 93.
USEFUL TABLE
O Normalizing furnace. O Heavy cold leveller. O Uitrasonic tester. O Onenching & Tempering Equipment. Qualities APPLICATION GENERAL STRUCTURE
WELDED STRUCTURE HIGH-STRENTH
KOREA KS SB 34 SB 41 SB 50 SB 55
SWS 41 ABC SWS 50 ABC SWS 50 YA YB
BOILER AND OTHER PRESSURE VESSEL
SBB 35 SBB42 SBB 46
SHIP BUILDING
KR-RA
JAPAN JIS G 3101 SS 34 SS 41 SS 50 SS 55
JIS G 3106 SM 41 ABC 50 ABC 50 YA YB 53 BC JIS G 3114 SMA 41 A SMA 50 A JIS G 3103 SB 35 42 46 46 M NK-A Page 548
U.S.A ASTM A36 A113 A131 A283 A284 A529 A570
A242-1,2
A285 ABC A515 A516
ABS AB-A
USEFUL TABLE KR-RB KR-RC KR-RD KR-RE MACHINE STRUCTURAL USE
~
NK-B NK-D NK-E JIS G 4051
AB-B
S10C
AB-D AB-E ASTM A284 A575 AISI 1010 040A10
~
~
S20C S22C S25C S28C S30C S33C S35C S38C S40C S43C S45C S50C S55C
" " " " " " " " " " " " "
Products The products are used for structural, drawing and cold formed parts in the manutacturing and fabricating industries. -Automobile parts, Storage tanks, trailers water heaters and large containers, etc The products can be supplied with skin passed. Page 549
1020 040A20 1022 040A22 1025 040A25 1028 060A27 1030 060A30 1033 060A32 1035 060A35 1038 060A37 1040 060A40 1043 060A43 1045 1050 1055
USEFUL TABLE
Qualities APPLICATION
TUBE
STRUCTURES
KOREA KS SHP 1 SHP 2 SHP 3
JAPAN JIS G 3131 SPHC SPHD SPHE
HRS 1 HRS 2 HRS 3
JIS G 312 SPHT 1 SPHT 2 SPHT 3 SPHT 4
SB 34 SB 41 SB 50
JIS G 3101 SS 34 SS 41 SS 50 SS 55
SWS 41 ABC SWS 50 ABC
JIS G 31206 SM 41 ABC SM 50 ABC
Page 550
U.S.A. ASTM A 569 A 621 A 622 A 635 A 120 A 53 AB
A 36 A 113 ABC A 131 ABC A 245 A 283 AB
A 570 ABC A 529
USEFUL TABLE SWS 53 BC HIGH PRESSURE VESSEI
AUTOMOBILE STRUCTURAL USE
MACHINE STRUCTURAL USE SHIP BUILDING
KR-RA KR-RB KR-RC KR-RD KR-RE
SM 50 YA YB SM 53 BC JIS G 3116 SG 26 SG 30 JIS G 3115 SP V-24 JIS G 3113 SAPH 32 SAPH 38 SAPH 41 SAPH 45 JIS 4051 S 10 C-S 55 C
A 575 A 284 AISI 1010-1055 AB-A AB-B AB-D AB-E
NK-A NK-B NK-D NK-E
For other Commercial Quality. negotiation is required. The permissble tolerances and general specifications are according to general requirements of each standards.
Comparison of JIS specification with other's Bors, Shapes and Steel Plates Std. No.
Japanese lndustril Standardsn Tile
JIS G 3101 Rolled Steel tor general structure
Material symbol
SS34. 41. 50. 55
Page 551
Std. No.
Related forei Title
USEFUL TABLE
JIS G 3106 Rolled steel for welde structure
SM 41A. 41B, 41C. 50A. 50B, 50C. 50YA. 50YB. 53B. 53C. 58
ASTM A 529-75
Spec. for structural steel with 42.000 (290MPa) Minimum yield point (1 2 (12.7 mm) Maximun thickness)
ASTM A 570-78
Spec, for hot-rolled carbon steel shee strip. structural quality
ASTM A 572-78
Spec. for high-strength low-alloy colu vanadium steels of structural quality
ASTM A 678-75
Spec. for quenched and tempered carb steel plates for structural applications
BS4360-79
DIN 17100-66
Steels for general structural purposes:
NF A 35-501-77
Structural steels. Grades nd types. Sh medium and heavy plates. universal p bars and sections
ISO R 630-67 JIS G 3114 Hot-rolled atmospheric corrosion resisting steel for welded structure
SMA 41A. 41B. 41C. 50A. 50B. 50C. 58
Page 552
Weldable structural steels
Structural steels
ASTM A-242-75
Spec. for high-strength low-alloy stru
ASTM A-588-77a
Spec. for high-strength low-alloy stru steel with 50.000 psi minimum yield
USEFUL TABLE
thick. BS 4360-79 VDEh 087-70
Weldable structural steels Wetterfeste Baustahle
ASTM A 204-78
Spec. for molybdenum alloy steel pla forpressure vessels
ASTM A 285-78
Spec. for low and intermediate tensile strength carbon-steel plates of flange firebox qualities for pressure vessels
ASTM A 414-71
Spec. for carbon steel sheets for press
ASTM A 515-78
Spec. for carbon steelplates of interm tensile strength for pressure vessel fo intermediate and higher temperature s
JIS G 3103 Carbon steel and molybdenum alloy steel plates for boilers and other pressure vessels
SB 42. 46 .49. 46M. 49M
ASTM A 516-78
Spec. for carbon steel plates for press for moderate and lower temperature s
JIS G 3115 Steel plates for pressure vesels for intermediate temperature service
SPV 24. 32. 36. 46. 50
ASTM A 612-78
Spec. for pressure vessel plates. carbo high strength. for moderate and lower temperature service
JIS G 3116 Steel sheets. plates and
SG 26. 30. 33. 37
ASTM A 662-78
Spec. for pressure vessel plates.
Page 553
USEFUL TABLE
strip for gas cylinders
JIS G 3118 Carbon ssteel plates for pressure vessels for intermediate and moderate temperature service
carbonmaganese for moderate and low temperature sevice SGV 42. 46. 49
BS 1501-Pt. 1-64 Steel for fired and unifred pressure ve DIN 17155(1)(2)-59 Boiler plate NF A 36-205-79
Iron and steel. Steel plates for boilers pressure vessels. Carbon and carbon manganese steel. Grades and types
ISO 2604(IV)-75
Steel. oducts for pressure purposes...q requirements-Part IV:plates
Japanese lndustril Standardsn Std. No.
Tile
JIS G 3112 Steel bars for concrele
relnforcement
Related forei Material symbol
SR 24,30 SD 24,30,35,40,50
Page 554
Std. No.
Title
ASTM A 615-78
Spec. for deformed billet-steel bars fo reinforcement
BS 4449-78
Hot rolled steel bars for the reinforcem concrete
DIN 488-72
Reinforcing steel: reinorcing bars
NF A 35-015-78
Iron and steel product. Concrele reinf round bars
NF A 35-016-78
Iron and steel product. Concrete reinf bars with improved adherence
USEFUL TABLE JIS G 3192 Dimensions, weight and
permissible variations of not rolled steel sections
Page 555
BS 4 Pt1-72
Structural steel sections; Hot rolled se
DIN 1019-77
Bar Steel; hot-rolled bulb plate; dime weights static properties, permissible
DIN 1025(1)-63
Steel section; hot-rolled narrow I bea I range, dimensions, weight, static pro
DIN 1025(2)-63
Steel sectiona; hot-rolled wide I beam wide flange beams), IPB Range and I dimensions, weights, static properties
DIN 1025(3)-63
Steel sections; hot-rolled I-beams, wi I-beams: light pattem, IP BI-series, di weights, tolerances, static values
DIN 1025(4)-63
Steel sections; hot-rolled I-beams; wi I-beams, heavy pattem, IP Bv-series, weights, toferances, static values
DIN 1025(5)-65
Steel sections; hot-rolled I-beams;me I-beams, IPE-series, dimensions. weig tolerances, static values
DIN 1026-63
Bars, steel sections; hot-rolled rounde channcls, dimensions, weights, static
DIN 1028-76
Bar steel; hot-rolled rounder-edge equ dimensions, weights, static properties
USEFUL TABLE
JIS G 3350 Light gauge steels for
SSC 41
DIN 1029-63
Bar steel; hot-rolled rounded-edge un dimensions, weights, static properties
ISO 657(v)-76
BS 2994-76
Hot rolled steel sections-Part V:Equa and unequal-by angles Tolerances for inch series Cold rolled steel sections
DIN 17118-76
Cold rolled steel sections: technical c
NF A 37-101-77
Steel cold formed sections, for comm
general stucture
Steel Pipes Std. No.
Japanese lndustril Standardsn Tile
JIS G 3452 Carbon steel pipes for
Material symbol
SGP
Std. No.
ASTM A 120-78
Spec. for black and hot-dipped zinc-c welded and seamless steel pipe for or
ASTM A 53-78
Spec. for weiede and seamless steel p
ordinary piping
Page 556
Related forei Title
API 51-78
Spec. for line pipe
Bs 1387-67
Steel tubes and tubulars suitable for s pipe threads
DIN 2440-78
Steel tubes medium wight type sultab
DIN 2441-78
Steel tubes, heavy-weight sultable for
USEFUL TABLE
JIS G 3454 Carbon steel pipes for
STPG 36,42
ASTM A 135-73a
Spec. for electric-resistance-welded s
ASTM A 53-78
Spec. for weided aand seamiess steel
pressure service
Page 557
API 5L - 78
Spec. for line pipe
BS 3601-74
Steel pipes and tubes for pressure pup Carbon steel:Ordinary dutles
BS 3602(1)-76
Steel pipes and tubes for presure purp Carbon steel:High duties
DIN 1626(1)-65
Steel pipes,welded,of unalloyed and f steels for piping,apparatus and contai general specifications,lay-out and ins for appilcation
DIN 1626(2)-65
Steel pipes, welded, of unalloyed and steels for piping. apparatus and conta pipes with special quallty speclficatio technical terms of delivery
DIN 1626(3)-65
Steel pipes, welded, of unalloyed and steels for piping, apparatus and conta pipes with special quallty specificatio technical terms of delivery
DIN 1626(4)-65
Steel pipes, welded, of unalloyed and
USEFUL TABLE
steels for piping, apparatus and conta pipes with quallty specifications; sub special tests; technical terms of delive
Page 558
DIN 1629(1)-61
Seamiess tubes in unalloyed steels fo purposes, process piant and tanks, sur technical condltions of delivery, gene
DIN 1629(2)-61
Seamiess tubes in unalloyed steels fo purposes, process plant and tanks, tub commercial quality. technical conditi delivery
DIN 1629(3)-61
Seamless tubes in unalloyed steels, fo purposes, process plant and tanks, tub quailty, specifications, technical cond delivery
DIN 1629(4)-61
Seamless tubes in unalloyed steels fo purposes, process piant and tanks, tub special quailty specifications, technic of delivery
DIN 2448-66
Seamless steel tubes, dimensions and
DIN 2442-63
Steel tubes of specified quality suitab nominal pressure 1 to 100 kg/cm3
ISO 2604(11)-75
Steel products for pressure purposes-q
USEFUL TABLE
requlrements-Part 11: Wroughtseamle ISO 2604(11)-75
JIS G 3455 Carbon steel pipes for
STS 35, 38, 42, 49
BS 778-66
Steel products for pressure purposes-q requirements-Part 111: Electric resist weided tubes Steel pipes and joints for hydrautic pu
hight pressure service ISO 2604(11)-75
JIS G 3456 Carbon steel pipes for
SIPT 38, 42, 49
ASTM A 106-78
high temperature
JIS G 3457 Arc welded carbon steel
STPY 41
DIN 17175-79
Seamless tubes of high-temperature s technical conditions of delivery
DIN 17177-79
Electrically resistance of induction w elevated temperatures; technical tems Spec. for electric-fusion(arc)-welded pipe (size in 16 in and over)
ASTM A 134-74
pipes
JIS G 3458 Alloy steel pipes
STPA 12, 22, 23, 24 25, 26
Page 559
Steel products for pressure purposes-q requirements-Part 11: Wronght seaml tubles Spec. for seamiess carbon-steel pipe f temperature service
ASTM A 139-74
Spec. for electric-fusion (arc)-welded (sizes in 4 in and over)
ASTM A 211-75 ASTM A 335-76
Spec. for spiral-welded steel or Iron p Spec. for seamless ferritic alloy steel high-temperature service
BS 3604-78
Steel pipes and tubes for pressure pur
USEFUL TABLE
Low and medium alloy steel
JIS G 3459 Stainless steel pipes
SUS304 TP, 304HTP, 304LTP, 321TP, 321HTP, 316TP, 316HTP, 316LTP, 309STP, 310STP, 347TP, 347HTP, 329J1TP
Page 560
DIN 17175-79
Seamless tubes fo high-temperature s technical conditions of delivery
DIN 17177-79
Electriclly resistance of induction we steel fubes for elevated temperatures: technical terms of delivery
ISO 2604(11)-75
Steel products for pressure purposes-q requirements-Part 11:Wroughtseamle
ISO 2604(111)-75
Steel products for pressure purposes-q requirements-Part 111:Electric resista Induction-weided tubes Spec. for seamiess and welded austen steel pipe
ASTM A 312-77
ASTM A 358-78
Spec. for electric-fusion-welded auste dhromium-nickel alloy steel pipe for temperature service
ASTM A 376-77
Spec. for seamless austenitic steel pip temperature central-station service
USEFUL TABLE
JIS G 3460 Steel pipes for low
STPL 39, 46, 70
BS 3605-73
Steel pipes and tubes for pressure pur Austenitic stainless steel
ASTM A 333-7
Spec. for seamiess and welded steel p temperature service
BS 3603-77
Steel pipes and tubes for pressure pur carbon and alloy steel:low temperatur
ISO 3604(11)-75
Steel products for pressure puposes-q requirements-Part 11:Wrough seamle
ISO 3604(111)-75
Steel products for pressure purposes-q requirements-Part 111:Electric resista and induction-Welded tubes Spec. for cold formed welded and sea carbon steel structural tubing in round shapes
temperature service
JIS G 3466 Carbon steel square
STKR 41.50
ASTM A 500-78
pipes for general struclural purposes
Carbon and Alloy Steels for Machine Structural Use Std. No, Title JIS G 4051
Carbon steel for machine structural use
Superseded by S10C S12C S15C S17C
Page 561
Old symbol S10C S12C S15C S17C
AISI 1010, BS040A10, 045A10, 060 AISI 1012, BS040A12, 045A12, 060 AISI 1015, BS040A15, 050A15, 060 AISI 1017, BS040A17, 050A17, 060
USEFUL TABLE
Std. No. Title
Superseded by
Old symbol
S20C S22C S25C S28C S30C S33C S35C S38C S40C S43C S45C S48C S50C S53C S55C
S20C S22C S25C S28C S30C S33C S35C S38C S40C S43C S45C S48C S50C S53C S55C
AISI 1020, BS 040A20, 050A20, 06 AISI 1023, BS 040A22, 050A22, 06 AISI 1025, BS 040A25, 080A25,rOC AISI 1029, BS 040A27, 080A27,rOC AISI 1030, BS 040A30, 080A30,080 BS 040A32, 080A32,rOCT 35,35r AISI 1035,1037,BS 060A35, 080A3 AISI 1038,BS 060A37, 080A37,DIN AISI 1040,1039,BS 060A40, 080A4 AISI 1042,1043,BS 060A42, 080A4 AISI 1045,1046,BS 080A46, DIN C AISI 1045,1046,1049,BS 060A47, 0 AISI 1050,1053,BS 080A50,rOCT 5 AISI 1055,BS 060A52,080A52,rOC AISI 1055,1053,BS 070M55,rOST 5
orrosion and heat-ressting steel Japanese Industrial Standard
Relsted fo ISO
Std. No. Title
JIS G 4303 to 4309,4313 to 4315,4317 Staintess steel bars Hot rolled stainless steel sheets and plates Cold rolled stainless steel sheets and plates Hot rolled stainless steel strips Cold rolled stainless steel strips Page 562
Symblo
683/XIII ISO 683/XVI
AISI ASTM
SUS 201 SUS 202 SUS 301 SUS 302 SUS 303 SUS 303Se
A-2 A-3 14 12 17 17
AISI 201 AISI 202 AISI 301 AISI 302 AISI 303 AISI 303Se
USEFUL TABLE
SUS 304 SUS 304L SUS 305 SUS 305J 1 SUS 308 SUS 309S SUS 310S
Stainless steel wire rods Staninless steel Cold rolled stainless steel strips for springs Stainless steel wires for springs Hot rolled stainless steel equal leg angles
SUS 316 SUS 316L SUS 316J 1 SUS 316J 1 L SUS 317 SUS 317L SUS 321 SUS 347 SUS 384 SUS 385 SUS XM7
Page 563
11 10 13
AISI 304 AISI 304L AISI 305 AISI 308 AISI 309S AISI 310S
20, 20a 19, 19a
25 24 15 16
AISI 316 AISI 316L
AISI 317 AISI 317L AISI 321 AISI 347 AISI 384 AISI 385 ASTM XM7
USEFUL TABLE
9/16UNC
5/8UNC
3/4UNC
7/8UNC
1 UNC
12
11
10
9
8
7
7
6
1516 33.3 13.9 51 57
11/2 38.1 15.5 57 64
1 11/16 42.9 17.5 64 70
1 7/8 47.6 19.8 70 76
2 1/4 57.2 23.8 83 89
49.1
61.2 64.6
13/16 15/16 118 20.6 23.8 28.6 9.1 9.9 11.9 35 38 44 41 44 51 Approximate weights in kgs per 100 pccs.
5.08 5.74
6.81 7.62
6.39 7.04 8.06
3.42 9.22 10.4
13.3 14.4 15.6
22.8
31.3
8.87 9.66 10.5
11.4 12.4 13.3
17.3 18.7 20.1
24.4 26.0 28.6
33.4 35.5 37.7
1 1/8UNC 1 1/4UNC 1 1/2UNC
Page 564
USEFUL TABLE
11.3 12.1 12.9
14.3 15.3 16.3
21.6 23.0 24.4
30.5 32.5 34.4
41.0 43.5 46.1
52.8 56.0 59.2
68.0 72.5 76.5
111 116
14.5 16.1
17.3 18.3 20.2
25.8 27.3 30.1
38.3 42.1
51.1 56.2
65.5 71.9
84.4 92.3
128 139
22.2 24.2 26.1
33.0 35.8 38.6
46.0 49.9 53.8
61.2 66.3 71.3
78.3 84.7 91.1
100 108 116
151 162 174
27.9 29.9 31.9 33.8
41.2 44.1 46.9 49.8
57.3 61.2 65.1 69.0 76.7 84.4
75.9 81.0 86.1 91.1 101 111
123 131
184 196
147 163 179
218 241 264
194 210 24.7
286 309 42.9
2.67
3.34 3.01
5.39 5.79
8.61 6.73
12.9 7.80
9/16UNC
5/8UNC
3/4UNC
7/8UNC
1 UNC
17.5
1 1/8UNC 1 1/4UNC 1 1/2UNC
Length L
Page 565
USEFUL TABLE
25-203
25-203
Brown and Sharp's Gauge ndard Gauge tes Manutactures' Standard Gauge U.S.G. inch mm .5000 12.70 .4688 11.91 .4375 .11.11 .4063 10.32 .3750 9.53 .3438 8.73 .3125 7.94 .2813 7.15 .2656 6.75 .2500 6.35 .2344 5.95 .2188 5.56 .2031 5.16 .1875 4.76 .1719 4.37 .1563 3.97 .1406 3.57
3P-203
51-102 114-254
51-102 114-254
70-152
M.S.G. inch
mm
.1496 .1347
3.80 3.42
Page 566
64-305
83-305
USEFUL TABLE
.1250 .1094 .0938 .0781 .0703 .0625 .0563 .0500 .0438 .0375 .0344 .0313 .0281 .0250 .0219 .0188 .0172 .0126 .0141 .0125 .0109 .0102 .0094 .0086 .0078 .0070 .0066 .0063
3.18 2.78 2.38 1.98 1.79 1.59 1.43 1.27 1.11 .953 .873 .794 .714 .635 .556 .478 .437 .396 .358 .318 .277 .259 .239 .218 .198 .178 .168 .160
.1197 .1048 .0898 .0748 .0673 .0598 .0540 .0478 .0418 .359 .0329 .0299 .0269 .0239 .0209 .0179 .0164 .0149 .0135
3.04 2.66 2.28 1.90 1.71 1.52 1.37 1.214 1.262 .912 .86 .760 .683 .607 .531 .455 .417 .378 .343
Page 567
USEFUL TABLE
Count of Lines S.W.G. 20
21
22
23 24 25 26 27
28
Dimeter (mm) sacllonal area 0.91 0.6500 0.91 0.6500 0.89 0.6217 0.81 0.5150 0.81 0.5150 0.72 0.4069 0.71 0.3957 0.61 0.3215 0.63 0.3115 0.16 0.2920 0.57 0.2540 0.56 0.2732 0.51 0.2041 0.51 0.2041 0.46 0.1661 0.46 0.16610 0.42 0.13847 0.41 0.13195 0.40 0.12560 0.38 0.11335 0.36 0.10173
Weight gr/m m/kg 5.16 5.16 4.93 4.08 4.08 3.23 3.14 2.55 2.47 2.30 2.01 2.16 1.62 1.62 1.31 1.31 1.09 1.04 0.99 0.899 0.807
193.76 193.76 202.60 244.55 244.55 309.59 318.36 381.84 404.36 431.40 486.03 451.04 617.28 617.26 758.72 758.72 909.81 955.10 1.003.60 1.112.30 1.239.10
Page 568
USEFUL TABLE
29
30 31 32 33 34
35
36
37 38 39 40 41
0.36 0.34 0.33 0.32 0.31 0.30 0.29 0.285 0.274 0.253 0.25 0.233 0.228 0.226 0.213 0.203 0.201 0.193 0.18 0.177 0.172 0.162 0.152 0.142 0.132 0.127 0.121 0.113 0.111
0.10173 0.09074 0.08548 0.08038 0.07543 0.07065 0.06601 0.06376 0.05893 0.05024 0.05024 0.04261 0.04080 0.04009 0.03561 0.03234 0.03171 0.02931 0.02543 0.02559 0.2322 0.020260 0.01813 0.01582 0.01367 0.01266 0.01149 0.01002 0.00967
0.807 1.239.10 0.720 1.388.40 0.678 1.474.90 0.638 1.576.73 0.598 1.672.20 0.560 1.785.70 0.524 1.908.30 0.506 1.975.20 0.467 2.141.30 0.398 2.512.5 0.398 2.512.5 0.338 2.545.50 0.323 3.095.3 0.318 3.144.5 0.282 3.546.60 0.256 3.906.20 0.251 3.984.00 0.232 4.310.030 0.201 4.975.10 0.195 5.128.20 0.184 5.434.70 0.1635 6.113. 0.1440 6.944. 0.1256 7.957. 0.1086 9.208. 0.1005 9.948. 0.09125 10.958. 0.07958 12.565. 0.07679 13.022. Page 569
USEFUL TABLE
42 43 44 45 46 47 48 49 50
0.101 0.101 0.091 0.090 0.081 0.080 0.071 0.061 0.051 0.041 0.030 0.025
0.00800 0.00800 0.00650 0.00635 0.00515 0.00502 0.00395 0.00292 0.00294 0.00131 0.00070 0.00049
Rock well B Scale C Scale
Vickers
Load 100kg (110.0)
Hardness No. 410 400 390 380
Load 150kg 41.8 40.8 39.8 38.8
0.06358 0.06358 0.05161 0.05048 0.04089 0.03989 0.03141 0.02319 0.01621 0.01047 0.00060 0.00349
1.729. 15.728. 19.376. 19.809. 24.455. 25.068. 31.836. 43.122. 61.686. 95.456. 178.570 257.060
Page 570
USEFUL TABLE
(109.0) (108.0) (107.0) (105.0) (104.5) (103.5) (102.0) (101.0) 99.5 98.1 86.7 95.0 93.4 91.5 89.5 87.1 85.0 81.7 78.7
37.7 36.6 35.5 34.4 33.3 32.2 31.0 29.8 29.2 28.5 27.8 27.1 26.4 25.6 24.8 24.0 23.1 22.2 21.3 20.3 (18.0) (15.7) (13.4) (11.0) (8.5) (6.0) (3.0) (0.0) -
370 360 350 340 330 320 310 300 295 290 285 280 275 270 265 260 255 250 245 240 230 220 210 200 190 180 170 160 150 Page 571
USEFUL TABLE
75.0 71.2 66.7 62.3 56.2 52.0 48.0 41.0
-
inches fractions decimals 31 1/16 3.6875 3.7008 3 23/32 3.719 3.7401 3 3/4 3.750 3.7795 3 25/32 3.781 3 13/16 3.8125 3.8189 3 27/32 3.844 3.8583 3 7/8 3.875 3.8976 3 29/32 3.9062
140 130 120 110 100 95 90 85
mm 93.663 94. 94.456 95. 95.250 96. 95.044 96.838 97. 97.631 98. 98.425 99. 99.219 Page 572
USEFUL TABLE
3 15/16 3 31/32 4 4 1/16 4 1/8 4 3/16 4 1/4 4 5/16 4 3/8 4 7/16 4 1/2 4 9/16 4 5/8 4 11/16 4 3/4 4 13/16 4 7/8 4 15/16 5 5 1/4 5 1/2
3.9370 3.9375 3.969 3.9764 4.000 4.062 4.125 4.1338 4.1875 4.250 4.312 4.2307 4.375 4.438 4.500 4.5275 4.562 4.625 4.6875 4.7244 4.750 4.8125 4.875 4.9212 4.9375 5.000 5.1161 5.250 5.500
100. 100.018 100.805 101. 101.600 103.183 104.775 105. 106.363 107.950 109.588 110. 111.125 112.713 114.300 115. 115.888 117.475 119.063 120. 120.650 122.238 123.825 125. 125.413 127.000 130. 133.350 139.700 Page 573
USEFUL TABLE
5 3/4 6 6 1/4 6 1/2 6 3/4 7 7 1/2 8 8 1/2 9 9 1/2 10 11 -
5.5118 5.750 5.9055 6.000 6.250 6.2992 6.500 6.6929 6.750 7.000 7.0866 7.4803 7.500 7.8740 8.000 8.2677 8.500 8.6614 9.000 9.0551 9.4488 9.500 9.8425 10.000 10.2362 10.6299 11.000 11.0236 11.4173
140. 146.050 150. 152.400 158.750 160. 165.100 170. 171.450 177.800 180. 190. 190.500 200. 203.200 210. 215.900 220. 228.600 230. 240. 241.300 250. 254.001 260. 270. 279.401 280. 290. Page 574
USEFUL TABLE
12 13 14 15 16 17 18 19 20 -
11.8110 12.000 13.000 13.7795 14.000 15.000 15.4780 16.000 17.000 17.7165 18.000 19.000 19.6850 20.000 -
300. 304.801 330.201 350. 355.601 381.001 400. 406.401 431.801 450. 457.201 482.601 500. 506.001 -
Specification NO. 1 MILL
No.2 MILL
THICKNESS
8-200 m/m
6-200 m/m
WIDTH
1.200-3.100 m/m
1.000-4.500 m/m
LENGTH
22M (MAX)
25M (MAX)
Page 575
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U.K BS4360 40-ABC 43-ABC 50-ABC 55-CE BS-1449 HR-1,2,3,4 GS-1,2,3,4
GERMANY DIN 17100 ST33-1,2 UST34-1,2 RST34-1,2 UST37-1,2 RST37-1,2 UST42-1,2 RST42-1,2 ST50-1 ST52
BS4360
OTHERS ISOR 630 Fe 33 37 44 52 IS 226-ST 42-S ST 42-SC
IS961 ST55 ST58 IS2062 ST42
BS-1501-151,154 161,211,221,223
DIN 17155HI H2
IS 2002,1 2A,2B
LR-A
GL-A
NV-ALINA-A CR-A Page 576
USEFUL TABLE LR-B
GL-B
NV-BLINA-B CR-B
LR-D LR-E BS
GL-D
NV-DLINA-D CR-D
045A10060A10
DIN C 10 CK10
DIN
DIN C 15,C15K 045A20 060A20 045A22 060A22 080A25 080A27 080A30 080M30 080A32
DIN C20 DIN C22
DIN C35,CK35 080A37 080M37 080A40 080M40 080A43 DIN C45,CK45
Mill Facilities Hot Strip Mill Facilities include the following: O Two Slab Reheating Furnace O One Scale Breaker O One Roughing Mill with vertical edger O Six Finishing Stands in, computer control O Two Down Coilers Page 577
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O Shearing Line O Hot Skin Pass Mill with on line ultrasonic tester U.K BS 1449 HR5 HR6 HR1 5 HR3 HR4 HR1 4 HR1 HR2 HR1 3
GERMANY
BS 1387
DIN 17172 UST 34.7 RST 34.7 RRST 34.7 UST 38.7 RST 38.7 RRST 38.7 ST 43.7 DIN1623 BL-2 ST42 ST50 ST52 DIN 17100 ST 33-1.2 UST 34-1.2 RST 34-1.2 UST 37-1 RST 37-1.2 UST 42-1.2 RST 42-1.2 RST 46-2
BA 4360 GRADE 40 A-E GRADE 43 A-E GRADE 50 A-D GRADE 55 C-E
OTHERS AP15L-A.B. AP15LX-X42 AP15LX-X46
Page 578
USEFUL TABLE ST 50-1 ST 52-3
LR-A LR-B LR-D LR-E
DIN 1720. 17200 C 10 C 15 GL-A GL-B GL-D
Related foreign standards Title
NV-27 CR-A LINA-A NV-32 CR-B LINA-B NV-36 CR-D LINA-D
Material symbol. Grade. Class
Page 579
USEFUL TABLE
Spec. for structural steel with 42.000 pssi (290MPa) Minimum yield point (1 2 in) (12.7 mm) Maximun thickness) Spec, for hot-rolled carbon steel sheet and strip. structural quality
30. 36. 40. 45. 50
Spec. for high-strength low-alloy columbium vanadium steels of structural quality
42. 50. 60. 65
Spec. for quenched and tempered carbon steel plates for structural applications
A. B. C
Weldable structural steels
40A. 40B. 40C. 40D. 40E. 43A1. 43A. 43B. 43C. 43D. 43E. 50A. 50B. 50C. 50C. 50D1. 50E. 50F. 55C. 55E. 55F.
Steels for general structural purposes:quality
ST 33. 34. 37. 42. 46. 50. 52. 60. 70
Structural steels. Grades nd types. Sheets. medium and heavy plates. universal plates. bars and sections
A33. A34. E24. E26. E30. E36. A50. A60. A70
Structural steels
Fe 33. 37. 42. 44. 52
Spec. for high-strength low-alloy structural steel
1.2
Spec. for high-strength low-alloy structural steel with 50.000 psi minimum yield point to 4 in
A.B.C.D.E.F.G.H.J
Page 580
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Weldable structural steels
WR50. A1. A. B. C
Wetterfeste Baustahle
Wt St 37-2. 37-3 52-3
Spec. for molybdenum alloy steel plates forpressure vessels
A.B.C.
Spec. for low and intermediate tensile strength carbon-steel plates of flange and firebox qualities for pressure vessels
A.B.C
Spec. for carbon steel sheets for pressure vessels
A.B.C.D.E.F.G.
Spec. for carbon steelplates of intermediate tensile strength for pressure vessel for intermediate and higher temperature service
55 60 65. 70
Spec. for carbon steel plates for pressure vessels for moderate and lower temperature service
55. 60. 65. 70
Spec. for pressure vessel plates. carbon steel. high strength. for moderate and lower temperature service Spec. for pressure vessel plates.
A.B.C. Page 581
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carbonmaganese for moderate and lower temperature sevice Steel for fired and unifred pressure vessels plates
151. 161. 211. 213. 221. 224 HI. HII. HIII. HIV. 17Mn4. 19Mn5. 15Mo3
Iron and steel. Steel plates for boilers and pressure vessels. Carbon and carbon manganese steel. Grades and types
A37. 42. 48. 52
Steel. oducts for pressure purposes...quality requirements-Part IV:plates
P7. 9. 11. 13. 15. 16. s18. 26. 28
Related foreign standards Title
Spec. for deformed billet-steel bars for concrete reinforcement
Material symbol. Grade. Class
40. 60
Hot rolled steel bars for the reinforcement of
Reinforcing steel: reinorcing bars Iron and steel product. Concrele reinforcing
FeE 22,24
Iron and steel product. Concrete reinforcing bars with improved adherence
FeE 40,50
Page 582
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Structural steel sections; Hot rolled sections Bar Steel; hot-rolled bulb plate; dimensions weights static properties, permissible deviations Steel section; hot-rolled narrow I beams, I range, dimensions, weight, static properties
HP
I
Steel sectiona; hot-rolled wide I beams (I-section wide flange beams), IPB Range and IB Rang, dimensions, weights, static properties
IPB,IB
Steel sections; hot-rolled I-beams, wide flange I-beams: light pattem, IP BI-series, dimensions, weights, tolerances, static values
IPBI
Steel sections; hot-rolled I-beams; wide flange I-beams, heavy pattem, IP Bv-series, dimensions, weights, toferances, static values
IPBV
Steel sections; hot-rolled I-beams;medium-flange I-beams, IPE-series, dimensions. weights. tolerances, static values
IPE
Bars, steel sections; hot-rolled rounded-edge channcls, dimensions, weights, static properties
U
Bar steel; hot-rolled rounder-edge equal angles, dimensions, weights, static properties Page 583
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Bar steel; hot-rolled rounded-edge unequal angles, dimensions, weights, static properties Hot rolled steel sections-Part V:Equal by angles and unequal-by angles Tolerances for metric and Cold rolled steel sections Cold rolled steel sections: technical conditions of delivery Steel cold formed sections, for common purposes
Related foreign standards Title
Material symbol. Grade. Class
Spec. for black and hot-dipped zinc-coated (galvanized) welded and seamless steel pipe for ordinary uses Spec. for weiede and seamless steel pipe
Type F
Spec. for line pipe
Gr. A25
Steel tubes and tubulars suitable for screwing to B.S. 21
Light, medium, heavy
Steel tubes medium wight type sultable for scrowing
St 33.1
Steel tubes, heavy-weight sultable for screwing
St 33.1 Page 584
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Spec. for electric-resistance-welded steel pipe
A.B
Spec. for weided aand seamiess steel pipe
E(A,B),S(A,B)
Spec. for line pipe
Gr.A,B
Steel pipes and tubes for pressure puposes, Carbon steel:Ordinary dutles
ERW (320,360,410),S(320,360,410)
Steel pipes and tubes for presure purposes, Carbon steel:High duties
ERW(360,410,460) S(360,410,490 Nb)
Steel pipes,welded,of unalloyed and fowalloy steels for piping,apparatus and containers; general specifications,lay-out and instructions for appilcation Steel pipes, welded, of unalloyed and lowalloy steels for piping. apparatus and containers; pipes with special quallty speclfications; technical terms of delivery
St. 33, 37, 42
Steel pipes, welded, of unalloyed and lowalloy steels for piping, apparatus and containers; pipes with special quallty specifications; technical terms of delivery
St. 34-2, 37-2, 42-2, 52-3
Steel pipes, welded, of unalloyed and lowalloy
St. 34-2, 37-2, 42-2, 52-3 Page 585
USEFUL TABLE
steels for piping, apparatus and containers; pipes with quallty specifications; subjected to special tests; technical terms of delivery. Seamiess tubes in unalloyed steels for supply purposes, process piant and tanks, survey, technical condltions of delivery, general data Seamiess tubes in unalloyed steels for supply purposes, process plant and tanks, tubes of commercial quality. technical conditions of
St 00
Seamless tubes in unalloyed steels, for supply purposes, process plant and tanks, tubes with quailty, specifications, technical conditions of
St 35, 45, 55, 52
Seamless tubes in unalloyed steels for supply purposes, process piant and tanks, tubes with special quailty specifications, technical conditions
St 35.4, 45.4, 55.4, 52.4
Seamless steel tubes, dimensions and weights Steel tubes of specified quality suitable for screwing. nominal pressure 1 to 100 kg/cm3
St 35, St 37-2
Steel products for pressure purposes-quality Page 586
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requlrements-Part 11: Wroughtseamless tubes Steel products for pressure purposes-quality requirements-Part 111: Electric resistance and inductionweided tubes Steel pipes and joints for hydrautic purposes
Seamless, ERW
Steel products for pressure purposes-quality requirements-Part 11: Wronght seamless Spec. for seamiess carbon-steel pipe for hightemperature service
A.B.C
Seamless tubes of high-temperature steels; technical conditions of delivery
St 35.8 St 45.8
Electrically resistance of induction welded steel tubes for elevated temperatures; technical tems of delivery Spec. for electric-fusion(arc)-welded steel plate pipe (size in 16 in and over)
St 37.8 St 42.8
Spec. for electric-fusion (arc)-welded steel pipe (sizes in 4 in and over)
A. B. C. D. E.
Spec. for spiral-welded steel or Iron pipe Spec. for seamless ferritic alloy steel pipe for high-temperature service
ASTM A 570 P1, P2, P5, P5b, P5C, P7, P9, P11, P12, P15, P21, P22
Steel pipes and tubes for pressure purposes.
CD 620, 621, 622, 625, 660, 629, 762
A 245(A, B, C, D)
Page 587
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Low and medium alloy steel
HF 620, 621, 622, 625, 660, 629, 762
Seamless tubes fo high-temperature steels; technical conditions of delivery
15 Mo3, 13CrMo44, 10CrMo910
Electriclly resistance of induction welded steel fubes for elevated temperatures: technical terms of delivery
15 Mo 3
Steel products for pressure purposes-quality requirements-Part 11:Wroughtseamless tubes Steel products for pressure purposes-quality requirements-Part 111:Electric resistance and Induction-weided tubes Spec. for seamiess and welded austenltic stainless
TP304, TP304H, TP304L, TP304N, TP309, TP310, TP316, TP316H, TP316L, TP316N, TP317, TP321, TP312H, TP347, TP347H, TP348, TP348H TPXM-10, TPXM-11, TPXM-15, TPXM-29
Spec. for electric-fusion-welded austenitic dhromium-nickel alloy steel pipe for high temperature service
304, 304N, 316, 316N, 347, 321, 309, 310, 348, 304H, 316H
Spec. for seamless austenitic steel pipe for hightemperature central-station service
TP304, TP304H, PT304N. TP316, TP316H, TP316N, TP321, TP321H, TP347, TP347H, TP348,16-8-2H
Page 588
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Steel pipes and tubes for pressure purposes. Austenitic stainless steel
Spec. for seamiess and welded steel pipe for low temperature service Steel pipes and tubes for pressure purposes, carbon and alloy steel:low temperature duties
W: 304S22, 304S25, 316S22,316S26, 321S22, 347S17 S: 304S14, 304S18, 304S59, 316S14, 316S18, 316S59, 321S18, 321S59, 347S18, 347S59 1, 3, 4, 6, 7, 8, 9
410LT50, 503LT100, 509LT196
Steel products for pressure puposes-quality requirements-Part 11:Wrough seamless tubes Steel products for pressure purposes-quality requirements-Part 111:Electric resistance and induction-Welded tubes Spec. for cold formed welded and seamless carbon steel structural tubing in rounds and
Shaped(A,B,C)
Related foreign standard steels AISI 1010, BS040A10, 045A10, 060A10, DIN C10, Ck 10, NF XC10 AISI 1012, BS040A12, 045A12, 060A12, NF XC12 AISI 1015, BS040A15, 050A15, 060A15, 080A 15, DIN C15, Ck15, rOCT 15 AISI 1017, BS040A17, 050A17, 060A17, 080A17, NFXC18
Page 589
USEFUL TABLE
Relsted foreign standard steels
AISI 1020, BS 040A20, 050A20, 060A20, 070A20, 080A20, DIN C22,rOCT 20 AISI 1023, BS 040A22, 050A22, 060A22, 070A22,Din C22,Ck22 rOCT 20 AISI 1025, BS 040A25, 080A25,rOCT 25,Nf XC25 AISI 1029, BS 040A27, 080A27,rOCT 30,30r AISI 1030, BS 040A30, 080A30,080M30,rOCT 30,30r,NF XC32 BS 040A32, 080A32,rOCT 35,35r AISI 1035,1037,BS 060A35, 080A35,DIN C35,rOCT 35,35r,ISO R 683/1 C35e AISI 1038,BS 060A37, 080A37,DIN C35,Ck35,rOCT 40,40r,NF XC38 AISI 1040,1039,BS 060A40, 080A40,080M40,rOCT 40,40r AISI 1042,1043,BS 060A42, 080A42,8K,rOCT 45,45r,NF XC42 AISI 1045,1046,BS 080A46, DIN C45,CK45,rOCT 45,45r AISI 1045,1046,1049,BS 060A47, 080A47,DIN C45,CK45,rOCT 50,50r,NF XC48 AISI 1050,1053,BS 080A50,rOCT 50,50r AISI 1055,BS 060A52,080A52,rOCT 55,50r AISI 1055,1053,BS 070M55,rOST 55,55r,NF XC55,DIN C55,Ck55 Relsted foreign standard steels AISI ASTM
BS 970 Part 4 BS 1449 Part 4
AISI 201 AISI 202 AISI 301 AISI 302 AISI 303 AISI 303Se
BS 284S16 BS 301S21 BS 302S25 BS 303S21 BS 303S41
DIN 17440 DIN 17224
NF A 35-572 NF A 35-576-581
TOCT 5632
TOCT 12X17r9AH4 DIN X 12CrNi188 DIN X 12CrNis188
NF Z12CN17-07 NF Z10CNN18-09 NF Z10CNF18-09 TOCT 12X18H10E
Page 590
USEFUL TABLE
AISI 304 AISI 304L AISI 305
BS 304S15 BS 304S12 BS 305S19
DIN X 5CrNi189 DIN X 2CrNi189 DIN X 5CrNi1911
AISI 316
BS 316S16
DIN X 5CrNiMo1810
AISI 316L
BS 316S12
DIN X 2CrNiMo1810
AISI 317 AISI 317L AISI 321 AISI 347 AISI 384 AISI 385 ASTM XM7
BS 317S16 BS 317S12 BS 321S12 BS 347S17
NF Z6CN18-09 NF Z6CN18-10 NF Z8CN18-12
TOCT 08X18H10 TOCT 03X18H11
AISI 308 AISI 309S AISI 310S
DIN X 10CrNiTi189 DIN X 10CrNiNb189
NF Z6CND17-12 NF Z2CND17-12 TOCT 30X17H13M2
NF Z 2CND 19-15 TOCT 08X18H10T NF Z6CNT18-10 TOCT 08X18H128 NF Z6CNb18-10 NF Z6NC18-16 NF Z6CNU18-10
Page 591
PLATE
Metric Size Kilograms of Standard Sizes (JIS - 0.7293 Kg/mm, ft2) Thickness UNIT
4x10 40 93.4 131 146
4x16 64 149 210 233
WIDTH x LENGTH, ft2 AREA, ft2 4x20 5x10 5x20 80 50 100 187 117 233 263 164 328 292 182 365
mm. 3.2 4.5 5
kg/ft2 2.33 3.28 3.65
3x6 18 42.0 59.1 65.6
6 7 8
4.38 5.11 5.38
78.8 91.9 105
140 183 187
175 204 233
280 327 373
350 408 467
219 255 292
438 510 583
656 766 875
875 1,021 1,167
788 919 1,050
1,050 1,225 1,400
9 10 11
6.56 7.29 8.02
118 131 144
210 233 257
263 292 321
420 467 513
525 583 642
328 365 401
656 729 802
985 1,094 1,203
1,313 1,459 1,604
1,182 1,313 1,444
1,575 1,750 1,925
12 12.7 13
8.75 9.26 9.48
158 167 171
280 296 303
350 370 379
560 593 607
700 741 758
438 463 474
875 926 948
1,313 1,389 1,422
1,750 1,852 1,896
1,575 1,667 1,707
2,100 2,223 2,275
WEIGHT
4x8 32 74.7 105 117
PLATE
Page 1
5x30 150 350 492 547
5x40 200 467 656 729
6x30 180 420 591 656
6x40 240 560 788 875
STEEL SECTION
14 15 16 17 18 19 20 21 22 23 24 25 25.4 26 27 28 29 30 32 34 36 38
10.21 10.94 11.67 12.40 13.13 13.86 14.59 15.32 16.04 16.77 17.50 18.23 18.52 18.96 19.69 20.42 21.15 21.88 23.34 24.80 26.25 27.71
184 197 210 223 236 249 263 276 289 302 315 328 333 341 354 368 381 394 420 446 472 499
327 350 373 397 420 444 467 490 513 537 560 583 593 607 630 653 677 700 747 794 840 887
408 438 467 496 525 554 584 613 642 671 700 729 741 758 788 817 846 875 934 992 1,050 1,108
653 700 747 794 840 887 934 980 1,027 1,073 1,120 1,167 1,185 1,213 1,260 1,307 1,354 1,400 1,494 1,587 1,680 1,773
817 875 934 992 1,050 1,109 1,167 1,226 1,283 1,342 1,400 1,458 1,482 1,517 1,575 1,634 1,692 1,750 1,867 1,984 2,100 2,217
510 547 584 620 656 693 730 766 802 838 875 912 926 948 984 1,021 1,058 1,094 1,167 1,240 1,312 1,386
Page 2
1,021 1,094 1,167 1,240 1,313 1,386 1,459 1,532 1,604 1,677 1,750 1,823 1,852 1,896 1,969 2,042 2,115 2,188 2,334 2,480 2,625 2,771
1,532 1,641 1,750 1,860 1,970 2,079 2,188 2,298 2,406 2,516 2,625 2,734 2,778 2,844 2,954 3,063 3,172 3,282 3,501 3,720 3,938 4,156
2,042 2,188 2,334 2,480 2,626 2,772 2,918 3,064 3,208 3,354 3,500 3,646 3,704 3,792 3,938 4,084 4,230 4,376 4,668 4,960 5,250 5,542
1,838 1,969 2,101 2,232 2,363 2,495 2,626 2,758 2,887 3,019 3,150 3,281 3,334 3,413 3,544 3,676 3,807 3,938 4,201 4,464 4,725 4,988
2,450 2,626 2,801 2,976 2,151 3,326 3,502 3,677 3,850 4,025 4,200 4,375 4,445 4,550 4,726 4,901 5,076 5,251 5,602 5,952 6,300 6,650
STEEL SECTION
40 45 50 55 60 65 70
29.17 32.82 36.46 40.11 43.76 47.40 51.05
525 591 656 722 788 853 919
933 1,050 1,167 1,284 1,400 1,517 1,634
1,167 1,313 1,458 1,604 1,750 1,896 2,042
1,867 2,100 2,333 2,567 2,801 3,034 3,267
2,334 2,626 2,917 3,209 3,501 3,792 4,084
1,458 1,641 1,823 2,006 2,188 2,370 2,552
2,917 3,282 3,646 4,011 4,376 4,740 5,104
4,376 4,923 5,469 6,016 6,564 7,110 7,658
5,834 6,564 7,292 8,022 8,752 9,480 10,210
5,251 5,908 6,563 7,220 7,877 8,532 9,189
PLATE
Metric Size Kilograms of Standard Sizes (JIS - 0.7293 Kg/mm, ft2) Unit Thickness Weight 3x6 4x8 in mm. kg/ft2 18 32 1/8 3.175 2.316 41.7 74.1 5/32 3.696 2.894 52.1 92.6 3/16 4.763 3.473 62.5 111 7/32 5.556 4.052 72.9 130 1/4 6.350 4.631 83.3 148 9/32 7.144 5.210 93.8 167
7,001 7,877 8,750 9,626 10,502 11,376 12,252
PLATE
4x10 40 92.6 116 139 162 185 208
4x16 64 148 185 222 259 296 333
WIDTH x LENGTH, ft2 AREA, ft2 4x20 5x10 5x20 80 50 100 185 116 232 232 145 290 278 174 384 324 203 406 370 232 464 417 260 521 Page 3
5x30 150 347 434 521 608 695 782
5x40 200 463 579 695 810 926 1042
6x30 180 417 521 625 728 834 938
6x40 240 556 694 834 972 1111 1250
STEEL SECTION
5/16 11/32 3/8 13/32 7/16 15/32 1/2 17/32 9/16 19/32 5/8 21/32 11/16 23/32 3/4 25/32 13/16 27/32 7/8 29/32 15/16 31/32
7.938 8.731 9.525 10.391 11.113 11.906 12.700 13.494 14.228 15.081 15.875 16.669 17.463 18.256 19.050 19.844 20.638 21.431 22.225 23.019 23.813 24.606
5.789 6.368 6.946 7.525 8.104 8.683 9.262 9.841 10.42 11.00 11.58 12.16 12.74 13.31 13.89 14.47 15.05 15.63 16.21 16.79 17.37 17.95
104 115 125 135 146 156 167 177 188 198 208 129 229 240 250 260 271 281 292 302 313 323
185 204 222 241 259 278 296 315 333 352 371 389 408 426 444 463 482 500 519 537 556 574
232 255 278 301 324 347 370 394 417 440 463 486 510 532 556 579 602 625 648 672 695 718
370 408 444 482 519 556 593 630 667 704 741 778 815 852 889 926 963 1000 1037 1074 1112 1149
463 509 556 602 648 695 741 787 834 880 926 973 1019 1065 1111 1158 1204 1250 1297 1343 1390 1436
289 318 347 376 405 434 463 492 521 550 579 608 637 666 694 724 852 782 810 840 868 898
Page 4
579 637 695 752 810 868 926 984 1042 1100 1158 1216 1274 1331 1389 1447 1505 1563 1621 1679 1737 1795
868 955 1042 1129 1216 1302 1389 1476 1563 1650 1737 1824 1915 1996 2084 2170 2258 2344 2432 2518 2606 2692
1158 1274 1389 1505 1621 1737 1852 1968 2084 2200 2316 2432 2548 2662 2778 2894 3010 3126 3242 3358 3474 3590
1042 1146 1250 1354 1459 1563 1667 1771 1876 1980 2084 2189 2293 2396 2500 2605 2709 2813 2918 3022 3127 3231
1389 1528 1667 1806 1945 2084 2223 2362 2501 2640 2779 2918 3058 3194 3334 3473 3612 3751 3890 4030 4169 4308
STEEL SECTION
1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1/16 1/8 3/16 1/4 5/16 3/8 7/16 1/2 9/16 5/8 11/16 3/4 13/16 7/8 2
25.400 26.988 28.570 30.163 31.750 33.338 34.925 26.513 38.100 39.688 41.275 42.863 44.450 46.034 47.625 50.800
18.52 19.68 20.84 22.00 23.16 24.31 25.47 26.63 27.79 28.94 30.10 31.16 32.42 33.57 34.73 37.05
333 354 375 396 417 438 458 479 500 521 542 561 584 604 625 667
593 630 667 704 741 778 815 852 889 926 963 997 1037 1074 1111 1189
741 787 834 880 926 972 1019 1065 1112 1158 1204 1246 1297 1343 1389 1482
1185 1260 1334 1408 1482 1556 1630 1704 1778 1852 1926 1994 2075 2148 2223 2371
1482 1574 1667 1760 1853 1945 2038 2130 2223 2315 2408 2493 2594 2686 2778 2964
926 984 1042 1100 1158 1216 1274 1332 1390 1447 1505 1558 1621 1678 1736 1852
CHECKERED PLATES Standard Sizes of Floor Plates Style A B M 5.1 2.5
L 25.5
S 20.2 Page 5
1852 1968 2084 2200 2316 2431 2547 2663 2779 2894 3010 3116 3242 3357 3473 3705
2778 2952 3126 3300 3474 3646 3820 3994 4168 4341 4515 4674 4863 5036 5210 5558
3704 3936 4168 4400 4632 4862 5094 5326 5558 5788 6020 6232 6484 6714 6946 7410
3334 3542 3751 3960 4169 4376 4585 4793 5002 5209 5418 5609 5836 6043 6251 6669
4445 4723 5002 5280 558 5834 6113 6391 6670 6946 7224 7478 7781 8057 8335 8892
STEEL SECTION
H Metric Size
6.0
Thickness mm. M 2.3 M 3.2 M 4.5 H 3.2 H 4.5 H6 H8 H9 H 10 H 12
in 0.0906 0.1260 0.1772 0.1260 0.1772 0.2362 0.3150 0.3543 0.3937 0.4724
3.2
25.5
3ft x 6ft kg 33.0 44.8 61.9 45.1 62.2 81.9 108 121 134 161
lb 72.7 98.7 136 99.4 137 181 238 267 295 355
28.3 Diamension Width x Length 4ft x 8ft 5ft x 10ft Width of One Plate kg lb kg lb 66.1 146 89.7 198 123 271 80.2 177 125 276 111 245 173 381 146 322 227 500 192 423 300 661 216 476 337 743 239 527 373 822 286 563 446 983
Inch Size
5ft x 20ft kg
lb
251 345 455 601 674 747 892
553 760 1003 1325 1485 1646 1966
Diamension Thickness
3ft x 6ft
Width x Length 4ft x 8ft 5ft x 10ft Page 6
5ft x 20ft
STEEL SECTION
in 3/32 1/8 3/16 1/8 3/16 1/4 5/16 3/8 7/16 1/2
in mm. 0.0938 2.381 0.1250 3.175 0.1875 4.763 0.1250 3.175 0.1875 4.763 0.2500 6.350 0.1325 7.938 0.3750 9.525 0.4375 11.112 0.5000 12.700
kg 34.1 44.5 65.4 44.8 65.6 86.5 107 128 149 170
lb 75.2 98.1 144 98.7 145 191 236 282 328 375
kg 60.0 79.2 116 79.7 117 154 191 228 265 302
Width of One Plate lb kg lb 134 175 256 176 124 237 258 182 401 339 240 529 421 298 657 503 356 785 584 414 912 666 472 1040
kg
lb
249 365 480 596 712 828 944
549 804 1058 1314 1569 1825 2081
STEEL SHEETS
SHEET
Metric Size
Thickness Width mm.
Length 2.5x8 kg/ft2 762x
2438
2.5x10 762x 3048
3x6 914x 1829
3x8 914x 2438
Width x Length, ft2 Width x Length, mm2 4x8 4x10 5x10 219x 1219x 1524x 2438 3048 3048 Page 7
5x12 1524x 3658
6x8 1829x 2438
6x10 1829x 3048
6x12 1829x 3658
STEEL SECTION
0.15 0.15 0.17 0.18 0.19 0.2 0.20 0.22 0.23 0.24 0.25 0.26 0.27 0.28 0.29 0.30 0.32 0.35 0.40 0.45 0.50 0.55
1.178 1.193 1.327 1.405 1.492 1.554 1.570 1.727 1.806 1.884 1.962 2.041 2.120 2.198 2.276 2.355 2.512 2.748 3.140 3.532 3.925 4.318
2.19 2.22 2.47 2.61 2.77 2.89 2.92 3.21 3.36 3.50 3.65 3.79 3.94 4.08 4.23 4.38 4.67 5.11 5.83 6.56 7.29 8.02
2.74 2.77 3.08 3.26 3.47 3.61 3.65 4.01 4.20 4.38 4.56 4.74 4.92 5.11 5.29 5.47 5.84 6.38 7.29 8.2 9.12 10.0
1.97 1.99 2.22 2.35 2.49 2.60 2.63 2.89 3.02 3.15 3.28 3.41 3.54 3.68 3.81 3.94 4.2 4.59 5.25 5.91 6.56 7.22
2.62 2.66 2.96 3.13 3.32 3.46 3.5 3.85 4.02 4.20 4.37 4.55 4.72 4.90 5.07 5.25 5.60 6.12 7.00 7.87 8.74 9.62
3.50 3.55 3.94 4.18 4.43 4.62 4.67 5.13 5.37 5.60 5.83 6.07 6.30 6.53 6.76 7.00 7.47 8.17 9.30 10.5 11.7 12.8
4.38 4.43 4.93 5.22 5.54 5.77 5.83 6.42 6.71 7.00 7.29 7.58 7.88 8.17 8.46 8.75 9.33 10.2 11.7 13.1 14.6 16.0 Page 8
5.47 5.54 6.16 6.53 6.93 7.22 7.29 8.02 8.39 8.75 9.11 9.48 9.85 10.2 10.6 10.9 11.7 12.8 14.6 16.4 18.2 20.1
6.57 6.65 7.40 7.83 8.32 8.66 8.75 9.63 10.1 10.5 10.9 11.4 11.8 12.3 12.7 13.1 14.0 15.3 17.5 19.7 21.9 24.1
5.25 5.32 5.92 6.26 6.65 6.93 7.00 7.70 8.05 8.40 8.75 9.10 9.45 9.80 10.1 10.5 11.2 12.3 14.0 15.7 17.5 19.3
6.57 6.65 7.40 7.83 8.32 8.66 8.75 9.63 10.1 10.5 10.9 11.4 11.8 12.3 12.7 13.1 14.0 15.3 17.5 19.7 21.9 24.1
7.88 7.98 8.88 9.40 9.98 10.4 10.5 11.6 12.1 12.6 13.1 13.7 14.2 14.7 15.2 15.8 16.8 18.4 21.0 23.6 26.3 28.9
STEEL SECTION
0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.0 1.2 1.4 1.6 1.8 2.0 2.3 2.5 2.6 2.8 2.9 3.0 3.2
4.710 5.102 5.495 5.888 6.280 6.672 7.065 7.458 7.850 9.420 10.99 12.56 14.13 15.70 18.06 19.62 20.41 21.98 22.76 23.55 25.12
8.75 9.48 10.2 10.9 11.7 12.4 13.1 13.9 14.6 17.5 20.4 23.3 26.3 29.2 33.6 36.5 37.9 40.8 42.3 43.8 46.7
10.9 11.9 12.8 13.7 14.6 15.5 16.4 17.3 18.2 21.9 25.5 29.2 32.8 36.5 42.0 45.6 47.4 51.1 52.9 54.7 58.4
7.88 8.53 9.19 9.84 10.5 11.2 11.8 12.5 13.1 15.8 18.4 21.0 23.6 26.3 30.2 32.8 34.1 36.8 38.1 39.4 42.0
10.5 11.4 12.2 13.1 14.0 14.9 15.7 16.6 17.5 21.0 24.5 28.0 31.5 35.0 40.2 43.7 45.5 49.0 50.7 52.5 56.0
14.0 15.2 16.3 17.5 18.7 19.8 21.0 22.2 23.3 28.0 32.7 37.3 42.0 46.7 53.7 58.3 60.9 65.3 67.6 70.0 74.7
17.5 19.0 20.4 21.9 23.3 24.8 26.3 27.7 29.2 35.0 40.8 46.7 52.5 58.3 67.1 73.8 75.8 81.7 84.6 87.5 93.3
Page 9
21.9 23.7 25.5 27.3 29.2 31.0 32.8 34.6 36.5 43.8 51.0 58.3 65.5 72.9 83.9 91.1 94.8 102 106 109 117
26.3 28.4 30.6 32.8 35.0 37.2 39.4 41.6 43.8 52.5 61.3 70.0 78.8 87.5 101 109 114 123 127 131 140
21.0 22.8 24.5 26.3 28.0 29.8 31.5 33.3 35.0 42.0 49.0 56.0 63.0 70.0 80.5 87.5 91.0 98.0 101 105 112
26.3 28.4 30.6 32.8 35.0 37.2 39.4 41.6 43.8 52.5 61.3 70.0 78.8 87.5 101 109 114 123 127 131 140
31.5 34.1 36.8 39.4 42.0 44.6 47.3 49.9 52.5 63.0 73.5 84.0 94.5 105 121 131 137 147 152 158 168
STEEL SECTION
GALVANIZED SHEETS JIS G3312 Zinc Standard g/m2 thickness (oz/ft2) (Base sheet) mm. 0.20 183 0.25 (0.60) 0.27 0.30
244 (0.80)
305 (1.00)
Width mm
762 1829 2.44 2.99 3.21 3.54
2134 2.85 3.49 3.74 4.13
2438 3.26 3.99 4.28 4.72
2743 3.66 4.48 4.81 5.30
3048 4.07 4.98 5.35 5.90
3658 4.89 5.98 6.42 7.07
1829 2.93 3.59 3.85 4.24
Length mm 2134 2438 3.42 3.91 4.18 4.78 4.49 5.13 4.95 5.65
0.20 0.25 0.27 0.30 0.35 0.40 0.50
2.53 3.08 3.30 3.62 4.17 4.72 5.81
2.95 3.59 3.84 4.23 4.86 5.50 6.78
3.37 4.10 4.39 4.83 5.56 6.29 7.75
3.79 4.61 4.94 5.43 6.25 7.07 8.71
4.21 5.12 5.49 6.04 6.95 7.86 9.68
5.06 6.15 6.59 7.24 8.34 9.43 11.6
3.03 3.69 3.95 4.35 5.00 5.66 6.97
3.54 4.30 4.61 5.07 5.83 6.60 8.13
0.60 0.80
6.99 9.18
8.15 10.7
9.32 12.5
11.5 13.8
11.6 15.3
14.0 18.4
8.39 11.0
9.78 1.8
Page 10
914
1000
1219
2743 4.39 5.38 5.77 6.36
3048 4.88 5.98 6.42 7.07
3658 5.86 7.17 7.70 8.48
2000 3.51 4.29 4.61 5.08
2438 5.21 6.37 6.84 7.54
4.04 4.91 5.27 5.79 6.67 7.54 9.29
4.55 5.53 5.93 6.52 7.50 8.48 10.5
5.05 6.15 6.59 7.24 8.34 9.43 11.6
6.06 7.37 7.90 8.69 10.0 11.3 13.9
3.63 4.41 4.76 5.20 5.98 6.77 8.34
5.39 6.56 7.03 7.72 8.89 10.1 12.4
11.2 14.7
12.6 16.5
14.0 18.3
16.8 22.0
10.0 13.2
14.9 19.6
STEEL SECTION
381 (1.25)
1.10
11.4
13.3
15.2
17.0
18.9
22.7
13.6
15.9
18.2
20.4
22.7
27.3
16.3
24.2
0.27 0.30 0.35 0.40 0.50 0.60 0.80 1.0 1.2 1.4 1.6
3.49 3.81 4.36 4.91 6.00 7.10 9.29 11.5 13.7 15.8 18.0
4.07 4.45 5.09 5.73 7.00 8.28 10.8 13.4 15.9 18.5 21.0
4.65 5.08 5.81 6.54 8.00 9.46 12.4 15.3 18.2 21.1 24.0
5.23 5.72 6.54 7.36 9.0 10.5 13.9 17.2 20.5 23.8 27.0
5.81 6.36 7.27 8.18 10.0 11.8 15.5 19.1 22.8 26.4 30.1
6.97 7.63 8.72 9.81 12.0 14.2 18.6 22.9 27.3 31.7 36.1
4.18 4.57 5.23 5.89 7.20 8.51 11.1 13.8 16.4 19.0 21.6
4.88 5.34 6.10 6.87 8.40 9.93 13.0 16.1 19.1 22.2 25.2
5.57 6.10 6.97 7.84 9.59 1.3 14.8 18.3 21.8 25.3 28.8
6.27 6.86 7.84 8.83 10.8 12.8 16.7 20.6 24.6 28.5 32.4
6.97 7.62 8.72 9.81 12.0 14.2 18.6 22.9 27.3 31.7 36.1
8.36 9.15 10.5 11.8 14.4 17.0 22.3 27.5 32.8 38.0 43.3
5.00 5.47 6.26 7.04 8.61 10.2 13.3 16.5 19.6 22.7 25.9
7.43 8.13 9.30 10.5 12.8 15.1 19.8 24.5 29.1 33.8 38.5
EXPANDED METALS JIS G3351 Standard Finish Dimensions
Dimensions and Weight Page 11
STEEL SECTION
S mm
L mm Area m2
1829 2438 1829 2438 2438 3048 914 1219 2438 914 1219 1829 1524
914 914 1219 1219 1524 1524 1829 1829 1829 2438 2438 2438 3046
1.672 2.228 2.230 2.972 3.716 4.645 1.672 2.230 4.459 2.228 2.972 4.459 4.645
Symbol Product number 1 12 13 14 XG 21 22 23 24 31 32 33 41 42 43 51 52 53 61 62 XS
Dimensions of mesh mm SW LW 34 135.4 34 135.4 34 135.4 34 135.4 36 101.6 36 101.6 36 101.6 36 101.6 12 30.5 12 30.5 12 30.5 22 50.8 22 50.8 22 50.8 25 61.0 25 61.0 25 61.0 34 76.2 34 76.2
Dimensions of Rate of Unit strand mm expansion Weight T W kg/m2 4.5 7.0 2.43 14.5 6.0 7.0 2.43 19.4 6.0 9.0 1.89 24.9 8.0 9.0 1.89 33.2 4.5 7.0 2.57 13.7 6.0 7.0 2.57 18.3 6.0 9.0 2.00 23.6 8.0 9.0 2.00 31.4 1.2 1.5 4.00 2.36 1.6 2.0 3.00 4.19 2.3 3.0 2.00 9.03 1.6 2.0 5.50 2.28 2.3 2.5 4.40 4.10 3.2 3.5 3.14 8.00 1.6 2.5 5.00 2.51 2.3 3.0 4.17 4.33 3.2 4.0 3.12 8.05 2.3 3.0 5.67 3.19 3.2 4.0 4.25 5.91
Page 12
Length of
bond mm 30 min 30 min 30 min 30 min 10 min 10 min 10 min 10 min -
-
-
STEEL SECTION
63 71 72 73 81 82 83 91 92 93
34 50 50 50 75 75 75 115 115 115
76.2 152.4 152.4 152.4 203.2 203.2 203.2 304.8 304.8 304.8
4.5 2.3 3.2 4.5 3.2 4.5 6.0 3.2 4.5 6.0
FLAT BARS
5.0 3.5 4.0 5.0 4.0 5.0 6.0 5.0 6.0 7.0
3.40 7.14 6.25 5.00 9.38 7.50 6.25 11.5 9.58 8.21
10.4 2.53 4.02 7.06 2.68 4.71 7.54 2.18 3.69 5.74
-
-
-
Metric Size Standard Standard Standard Standard Sectional Unit Sectional Unit Sectional Unit Sectional Sectional Unit Sectional Sectional Sectional Dimension Area Weight Dimension Area Weight Dimension Area Weight Dimension Area Weight Thick- Width cm2 kg/m Thick- Width cm2 kg/m Thick- Width cm2 kg/m Thick- Width cm2 kg/m ness mm mm ness mm mm ness mm mm ness mm mm 4.5 25 1.25 0.88 9 180 16.20 12.7 16 300 48.00 37.7 25 18 45.00 35.3 4.5 32 1.440 1.13 9 200 18.00 14.1 19 38 7.22 5.67 25 200 50.00 39.2 4.5 38 1.710 1.34 9 230 20.70 16.2 19 44 8.360 6.56 25 230 57.50 45.1 4.5 44 1.980 1.55 9 250 22.50 17.7 19 50 9.500 7.46 25 250 62.50 49.1 Page 13
STEEL SECTION
4.5 6 6 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 9
50 25 32 38 44 50 65 75 90 100 125 25 32 38 44 50 65 75 90 100 125 25
2.250 1.500 1.920 2.280 2.640 3.000 3.900 4.500 5.400 6.000 7.500 2.000 2.560 3.040 3.520 1.000 5.200 6.000 7.200 8.000 10.00 2.250
1.77 1.18 1.51 1.79 2.07 2.36 3.06 3.53 4.24 4.71 5.89 1.57 2.01 2.39 2.76 3.14 4.08 4.71 5.65 6.28 7.85 1.77
12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 16 16 16 16 16
25 32 38 44 50 65 75 90 100 125 150 180 200 230 250 280 300 32 38 44 50 65
3.000 3.810 4.560 5.280 6.000 7.800 9.000 10.80 12.00 15.00 18.00 21.60 24.00 27.60 30.00 33.60 36.00 5.120 6.080 7.040 8.000 10.40
2.36 3.01 3.58 4.14 4.71 6.12 7.06 6.48 9.42 11.8 14.1 17.0 18.8 21.7 23.6 26.4 28.3 4.02 4.77 5.53 6.28 8.16
19 19 19 19 19 19 19 19 19 19 19 19 22 22 22 22 22 22 22 22 22 22
Page 14
65 75 90 100 125 150 180 200 230 250 280 300 50 65 75 90 100 125 150 180 200 230
12.35 14.25 17.10 19.00 23.75 28.50 34.20 38.00 43.70 47.50 53.20 57.00 11.00 14.30 16.50 19.80 22.00 27.50 33.00 39.60 44.00 50.60
9.69 11.2 13.4 14.9 18.6 22.4 26.8 29.8 34.3 37.3 41.8 44.7 8.64 11.2 13.0 15.5 17.3 21.6 25.9 31.1 34.5 39.7
25 25 28 28 28 28 28 28 28 28 28 32 32 32 32 32 32 32 32 32 36 36
280 300 100 125 150 180 200 230 250 280 300 100 125 150 180 200 230 250 280 300 100 125
70.00 75.00 28.00 35.00 42.00 50.40 56.00 64.40 70.00 78.40 84.00 32.00 40.00 48.00 57.60 64.00 73.60 80.00 89.60 96.00 36.00 45.00
55.0 58.9 22.0 27.5 33.0 39.6 44.0 50.6 55.0 61.5 65.9 25.1 31.4 37.7 45.2 50.2 57.8 62.8 70.3 75.4 28.3 35.3
STEEL SECTION
9 9 9 9 9 9 9 9 9 9
32 38 44 50 65 75 90 100 125 150
2.280 3.420 3.960 4.500 5.850 6.750 8.100 9.000 11.25 13.50
SQUARE BARS Size in 3/16 13/64 7/32 15/64 1/4 17/64 9/32 19/64
ib/ft .1195 .1403 .1627 .1868 .2125 .2399 .2689 .2997
kg/m .178 .209 .242 .278 .316 .357 .400 .446
2.26 2.68 3.11 3.53 4.59 5.30 6.36 7.06 8.83 10.6
16 16 16 16 16 16 16 16 16 16
75 90 100 125 150 180 200 230 250 280
12.00 14.40 16.00 20.00 24.00 28.80 32.00 36.80 40.00 44.80
9.42 11.3 12.6 15.7 18.8 22.6 25.1 28.9 31.4 35.2
22 22 22 25 25 25 25 25 25 25
Size in 1- 3/32 1- 1/8 1- 5/32 1- 3/16 1- 7/32 1- 1/4 1- 9/32 1- 5/16
ib/ft 4.067 4.303 4.546 4.795 5.050 5.313 5.581 5.857
kg/m 6.052 6.404 6.765 7.136 7.515 7.907 8.306 8.716
Size in 2-13/16 2-27/32 2- 7/8 2-29/32 2-15/16 2-31/32 3 3 - 1/32
ib/ft 26.895 27.496 28.103 28.717 29.338 29.966 30.600 31.241
kg/m 40.024 40.918 41.822 42.736 43.661 44.595 45.538 47.455
Page 15
250 280 300 50 65 75 90 100 125 150
55.00 61.60 66.00 12.50 16.25 18.75 22.50 25.00 31.25 37.50
43.2 48.4 51.8 9.81 12.8 14.7 17.7 19.6 24.5 29.4
36 36 36 36 36 36 36
150 180 200 230 250 280 300
54.00 64.80 72.00 82.80 90.00 100.8 108.0
42.4 50.9 56.5 65.0 70.6 79.1 84.8
STEEL SECTION
5/16 21/64 11/32 23/64 3/8 25/64 13/32 27/64 7/16 29/64 15/32 31/64 1/2 33/64 17/32 35/64 9/16 37/64 19/32 39/64 5/8 41/64
.3320 .661 .4018 .4391 .4718 .5188 .5611 .6051 .6508 .6981 .7471 .7977 .8500 .9040 .9596 1.0168 1.0758 1.1364 1.1986 1.2625 1.3281 1.3954
.494 .545 .598 .653 .711 .772 .835 .900 .969 1.039 1.112 1.187 1.265 1.345 1.428 1.513 1.601 1.691 1.784 1.879 1.977 2.077
1-11/32 1- 3/8 1-13/32 1- 7/16 1-15/32 1- 1/2 1-17/32 1- 9/16 1-19/32 1- 5/8 1-21/32 1-11/16 1-23/32 1- 3/4 1-25/32 1-13/16 1-27/32 1- 7/8 1-29/32 1-15/16 1-31/32 2
6.139 6.428 6.724 7.026 7.335 7.650 7.972 8.301 8.636 8.978 9.327 9.682 10.044 10.413 10.788 11.170 11.558 11.953 12.355 12.763 13.178 13.600
9.136 9.566 10.007 10.456 10.916 11.385 11.864 12.352 12.852 13.361 13.880 14.409 14.947 15.497 16.055 16.623 17.200 17.788 18.386 18.993 16.162 20.239
3- 1/16 3- 3/32 3- 1/8 3- 5/32 3- 3/16 3- 7/32 3- 1/4 3- 9/32 3- 5/16 3-11/32 3- 3/8 3-13/32 3- 7/16 3-15/32 3- 1/2 3- 9/16 3- 5/8 3-11/16 3- 3/4 3-13/16 3- 7/8 3-15/16
31.888 32.542 33.203 33.871 34.545 35.225 35.913 36..606 37.307 38.014 38.728 39.449 40.176 40.910 41.650 43.151 44.678 46.232 47.813 49.420 51.053 52.713
47.455 48.428 42.421 50.406 51.409 52.421 53.444 54.476 55.519 56.571 57.633 58.706 59.789 60.881 61.982 64.261 66.489 68.801 71.153 73.545 75.976 78.466
Page 16
STEEL SECTION
21/32 43/64 11/16 45/64 23/32 47/64 3/4 49/64 25/32 51/64 13/16 53/64 27/32 55/64 7/8 57/64 29/32 59/64 15/16 61/64 31/32 63/64
1.4643 1.5348 1.6070 1.6809 1.7564 1.8336 1.9125 1.9930 2.0752 2.1590 2.2445 2.3317 2.4205 2.5110 2.6031 2.6969 2.7924 2.8895 2.9883 3.0887 3.1908 3.2946
2.179 2.284 2.392 2.501 2.614 2.729 2.846 2.966 3.088 3.213 3.340 3.470 3.602 3.737 3.874 4.031 4.156 4.300 4.447 4.597 4.748 4.903
2- 1/32 2- 1/16 2- 3/32 2- 1/8 2- 5/32 2- 3/16 3- 7/32 2- 1/4 2- 9/32 2- 5/16 2-11/32 2- 3/8 2-13/32 2- 7/16 2-15/32 2- 1/2 2-17/32 2- 9/16 2-19/32 2- 5/8 2-21/32 2-11/16
14.028 14.463 14.905 15.353 15.808 16.270 16.738 17.213 17.694 18.182 18.677 19.178 19.606 20.201 20.722 21.250 21.785 22.326 22.874 23.428 23.989 24.557
20.877 21524 22.181 22.848 23.525 24.212 24.909 25.616 26.332 27.058 27.795 28.541 29.297 30.063 30.838 31.624 32.420 33.225 34.041 34.866 35.701 36.546
4 4- 1/16 4- 1/8 4- 3/16 4- 1/4 4- 5/16 4- 3/8 4- 7/16 4- 1/2 4- 9/16 4- 5/8 4-11/16 4- 3/4 4-13/16 4- 7/8 4-15/16 5 5- 1/16 5- 1/8 5- 3/16 5- 1/4 5- 5/16
54.400 56.113 57.853 59.620 61.413 63.232 65.078 66.951 63.850 70.776 72.728 74.707 76.713 78.745 80.803 82.888 85.000 87.138 89.303 91.495 93.713 95.957
80.956 83.506 86.096 88.762 91.394 94.101 96.848 99.635 102.461 105.327 108.231 111.177 114.162 117.186 120.249 123.351 126.494 129.676 132.899 136.161 139.462 142.801
Page 17
STEEL SECTION
1 3.4000 5.060 2-23/32 25.131 37.400 5- 3/8 1- 1/32 3.616 5.381 2- 3/4 25.713 38.255 5- 7/16 1- 1/16 3.838 5.712 2-15/32 26.300 39.139 5- 1/12 REFERENCE: UNITED STATES STELEL EXPORT COMPANY
98.228 146.180 100.526 149.600 102.850 150.059
ROUND BARS Metric Size Diameter mm in 6 0.236 7 0.276 8 0.315 9 0.354 10 0.394 11 0.433 12 0.472 13 0.512 14 0.561 15 0.591 16 0.630 17 0.069 18 0.709
kg/m. 0.222 0.302 0.395 0.499 0.617 0.746 0.898 1.04 1.21 1.39 1.58 1.78 2.00
Unit Weight kg/ft 0.0677 0.0921 0.120 0.152 0.183 0.227 0.271 0.316 0.368 0.423 0.481 0.543 0.609
lb/ft 0.149 0.203 0.265 0.335 0.415 0.501 0.597 0.699 0.813 0.934 1.062 1.196 1.344
Diameter mm in 40 1.579 42 1.654 44 1.732 46 1.811 48 1.890 50 1.969 55 2.165 60 2.362 65 2.559 70 2.759 75 2935 80 3.150 85 3.346
Unit Weight kg/m. kg/ft lb/ft. 9.87 3.01 6.032 10.9 3.31 7.324 11.9 3.64 7.996 13.0 3.93 8.736 14.2 4.33 9.542 15.4 4.70 10.35 18.7 5.69 12.57 22.2 6.77 14.92 26.0 7.94 17.47 30.2 9.21 20.29 34.7 10.6 23.32 39.5 12.0 26.54 44.5 13.6 29.9 Page 18
STEEL SECTION
19 20 21 22 23 24 25 26 28 30 32 34 36 38 Inch Size in 3/16 1.4 5.16 3/8 7/16
0.748 0.787 0.827 0.860 0.908 0.945 0.984 1.024 1.102 1.181 1.260 1.335 1.417 1.496
2.23 2.47 2.72 2.98 3.26 3.56 3.85 4.17 4.83 5.51 6.31 7.13 7.99 8.90
Diameter in mm 0.1875 4.763 0.2500 6.350 0.3126 7.930 0.3750 9.525 0.4375 11.113
0.678 0.752 0.829 0.910 0.994 1.09 1.17 1.27 1.47 1.69 1.92 2.17 2.44 2.71
1.498 1.660 1.826 2.002 2.191 2.587 2.802 3.246 3.729 4.240 4.791 5.369 5.981
90 95 100 105 110 115 120 125 130 135 140 145 150 200
Unit Weight kg/m. kg/ft lb/ft. 0.140 0.0426 0.09392 0.249 0.0750 0.1671 0.388 0.118 0.2601 0.559 0.170 0.3748 0.761 0.232 0.3113
3.543 3.740 3.937 4.134 4.331 4.528 4.724 4.921 5.118 5.315 5.512 5.709 5.906 7.874
49.9 65.6 61.7 68.0 74.6 81.6 88.8 96.3 104 112 121 130 139 247
Diameter in in 7/8 0.8750 15/16 0.9375 1 1.0000 1 1/8 1.1250 1 1/4 1.2500
15.2 17.0 18.8 20.7 22.7 24.9 27.1 29.4 31.8 34.2 36.8 39.5 42.3 75.3
mm 22.225 28.813 25.400 28.575 31.750
Page 19
33.53 37.36 41.46 45.69 50.13 54.83 59.67 64.71 69.88 75.26 81.31 87.36 93.40 165.97 Unit Weight kg/m. kg/ft lb/ft. 3.05 0.928 2.046 3.50 1.07 2.356 3.98 1.21 2.668 5.03 1.53 3.373 6.21 1.89 4.167
STEEL SECTION
1/2 9/16 5/8 11/16 3/4 13/16
0.5000 0.5625 0.6250 0.6875 0.7500 0.8125
12.700 14.288 15.875 17.463 19.050 20.638
0.995 1.26 1.55 1.88 2.24 2.63
0.303 0.384 0.474 0.573 0.682 0.801
0.6680 0.0470 1.045 1.263 1.504 1.766
1 1 1 1 1 2
3/8 1/2 5/8 3/4 7/8
1.3750 1.5000 1.6250 1.7500 1.8750 2.000
34.925 38.100 41.275 44.450 47.625 50.800
7.52 8.95 10.5 12.2 14.0 15.9
2.20 2.73 3.20 3.71 4.26 4.85
5.049 6.091 7.055 8.179 9.392 10.68
EQUAL ANGLE JIS G 3192 Starndard sectional dimension mm AxB
t
r1
r2
25x25 30x30 40x40 40x40 45x45 45x45 50x50 50x50 50x50
3 3 3 5 4 5 4 5 6
4 4 4.5 4.5 6.5 6.5 6.5 6.5 6.5
2 2 2 3 3 3 3 3 4.5
SecUnit Reference tional Weight Position of center Geometrical moment of Radius of Gyration Area kg/m of Gravity cm inertia cm4 of Area cm cm2 Cx Cy lx ly Max ix Min iy ix iy Max ix 1.427 1.12 0.719 0.719 0.797 0.797 1.26 0.332 0.747 0.747 0.940 1.727 1.36 0.844 0.844 1.42 1.42 2.26 0.590 0.908 0.908 1.14 2.336 1..83 1.09 1.09 3.53 3.53 5.60 1.46 1.23 1.23 1.55 3.755 2.95 1.17 1.17 5.42 5.42 8.59 2.25 1.20 1.20 1.51 3.492 2.74 1.27 1.24 6.50 6.50 10.3 2.70 1.36 1.36 1.72 4.302 3.38 1.28 1.28 7.91 7.91 12.5 3.29 1.36 1.36 1.71 3.892 3.06 1.37 1.37 9.06 9.06 14.4 3.76 153 1.53 1.92 4.802 3.77 1.41 1.41 11.1 11.1 17.5 4.58 1.52 1.52 1.91 5.644 4.43 1.44 1.44 12.6 12.6 20.0 5.23 1.50 1.50 1.88 Page 20
Min iy 0.483 0.585 0.790 0.774 0.880 0.874 0.983 0.973 0.963
STEEL SECTION
60x60 60x60 65x65 65x65 65x65 70x70 75x75 75x75 75x75 80x80 90x90 90x90 90x90 90x90 100x100 100x100 100x100 120x120 130x130 130x130 130x130 150x150
4 5 5 6 8 6 6 9 12 6 6 7 10 13 7 10 13 8 9 12 15 12
6.5 6.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 10 10 10 10 10 10 10 12 12 12 12 14
3 3 3 4 6 4 4 6 6 4 5 5 7 7 5 7 7 5 6 8.5 8.5 7
4.692 5.802 6.367 7.527 9.761 8.127 8.727 12.69 16.56 9.327 10.55 12.22 17.00 21.71 13.62 19.00 24.31 18.76 22.74 29.76 36.75 34.77
3.68 4.55 5.00 5.91 7.66 6.38 6.85 9.96 13.0 7.32 8.28 9.59 13.3 17.0 10.7 14.9 19.1 14.7 17.9 23.4 28.8 27.3
1.61 1.66 1.77 1.81 1.88 1.93 2.06 2.17 2.29 2.18 2.42 2.46 2.57 2.69 2.71 2.82 2.94 3.24 3.53 3.64 3.76 4.14
1.61 1.66 1.77 1.81 1.88 1.93 2.06 2.17 2.29 2.18 2.42 2.46 2.57 2.69 2.71 2.82 2.94 3.24 3.53 3.64 3.76 4.14
16.0 19.6 25.3 29.4 36.8 37.1 46.1 64.4 81.9 56.4 80.7 93.0 125 156 129 175 220 258 366 467 568 740
Page 21
16.0 19.6 25.3 29.4 36.8 37.1 46.1 64.4 81.9 56.4 80.7 93.0 125 156 129 175 220 258 366 467 568 740
25.4 31.2 40.1 46.6 58.3 58.9 73.2 102 129 89.6 128 148 199 248 205 278 348 410 583 743 902 1180
6.62 8.09 10.5 12.2 15.3 15.3 19.0 26.7 34.5 23.2 33.4 38.3 51.7 65.3 53.2 72.0 91.1 106 150 192 234 304
1.85 1.84 1.99 1.98 1.94 2.14 2.30 2.25 2.22 2.46 2.77 2.76 2.71 2.68 3.08 3.04 3.00 3.71 4.01 3.96 3.93 4.61
1.85 1.84 1.99 1.98 1.94 2.14 2.30 2.25 2.22 2.46 2.77 2.76 2.71 2.68 3.08 3.04 3.00 3.71 4.01 3.96 3.93 4.61
2.33 2.32 2.51 2.49 2.44 2.69 2.90 2.84 2.79 3.10 3.48 3.48 3.42 3.38 3.88 3.83 3.78 4.67 5.06 5.00 4.95 5.82
1.19 1.18 1.28 1.27 1.25 1.37 1.48 1.45 1.44 1.58 1.78 1.77 1.74 1.73 1.98 1.95 1.91 2.38 2.57 2.54 2.53 2.96
STEEL SECTION
150x150 150x150 175x175 175x175 200x200 200x200 200x200 250x250 250x250
15 19 12 15 15 20 25 25 35
14 14 15 15 17 17 17 24 24
10 10 11 11 12 12 12 12 18
42.74 53.38 40.52 50.21 57.75 76.00 93.75 119.4 162.6
33.6 41.9 31.8 39.4 45.3 59.7 73.6 93.7 128
4.24 4.40 4.73 4.85 5.46 5.67 5.86 7.10 7.45
4.24 4.40 4.73 4.85 5.46 5.67 5.86 7.10 7.45
888 1090 1170 1440 2180 2820 3420 6950 9110
888 1090 1170 1440 2180 2820 3420 6950 9110
1410 1730 1860 2290 3470 4490 5420 11000 14400
365 451 480 589 891 1160 1410 2860 3790
4.56 4.52 5.38 5.35 6.14 6.09 6.04 7.63 7.49
4.56 4.52 5.38 5.35 6.14 6.09 6.04 7.63 7.49
5.75 5.69 6.78 6.75 7.75 7.68 7.61 9.62 9.42
2.92 2.91 3.44 3.42 3.93 3.90 3.88 4.90 4.83
EQUAL ANGLE JIS G 3192 Starndard sectional dimension mm AxB
t
r1
r2
90x75 100x75 100x75 125x75 125x75 125x75
9 7 10 7 10 13
8.5 10 10 10 10 10
6 5 7 5 7 7
SecUnit tional Weight Position of center Area kg/m of Gravity cm cm2 Cx Cx 14.04 11.0 2.75 2.00 11.87 9.3 3.06 1.83 16.50 13.0 3.17 1.94 13.62 10.7 4.10 1.64 19.00 14.9 4.22 1.75 24.31 19.1 4.35 1.87
Reference Geometrical moment of Radius of Gyration inertia cm4 of Area cm lx ly Max lu Max iv ix iy Max iu 109 68.1 143 34.1 2.78 2.20 3.19 118 56.9 144 30.8 3.15 2.19 3.49 159 76.1 194 41.3 3.11 2.15 3.43 219 60.4 243 36.4 4.01 2.11 4.23 299 80.8 330 49.0 3.96 2.06 4.17 376 101 415 61.9 3.93 2.04 4.13
Page 22
Min iv 1.56 1.61 1.58 1.64 1.61 1.60
STEEL SECTION
125x90 125x90 150x90 150x90 150x100 150x100 150x100
10 13 9 12 9 12 15
10 10 12 12 12 12 12
7 7 6 8.5 6 8.5 8.5
20.50 26.26 20.94 27.36 21.84 28.56 35.25
16.1 20.6 16.4 21.5 17.1 22.4 27.7
3.95 4.07 4.95 5.07 4.76 4.88 5.00
2.22 2.34 1.99 2.10 2.30 2.41 2.53
318 401 485 619 502 612 782
UNEQUAL ANGLE AND UNEQUAL THICKNESS Starndard sectional dimension mm
AxB
t1
t2
r1
r2
200x90 250x90 250x90 300x90 300x90 350x100 400x100
9 10 12 11 13 12 13
14 15 16 16 17 17 18
14 17 17 19 19 22 24
7 8.5 8.5 9.5 9.5 11 12
138 173 133 167 181 223 276 JIS G 3192
SecUnit tional Weight Position of center Area kg/m of Gravity cm cm2 Cx Cv 29.66 23.3 6.36 2.15 37.47 29.4 8.61 1.92 42.95 33.7 8.99 1.89 46.22 36.3 11.0 1.76 52.67 41.3 11.3 1.75 57.74 45.3 13.0 1.87 68.59 53.8 15.4 1.77
Page 23
380 477 537 685 579 738 897
76.2 96.3 80.4 102 104 132 161
3.94 3.91 4.81 4.76 4.78 4.74 4.71
2.59 2.57 2.52 2.47 2.88 2.83 2.80
4.30 4.26 5.06 5.00 5.15 5.09 5.04
1.93 1.91 1.96 1.93 2.18 2.15 2.14
Reference Geometrical moment of Radius of Gyration inertia cm4 of Area cm lx Iv Max lu Min lv ix iv Max iu 1210 200 1290 125 6.39 2.60 6.58 2440 223 2520 147 8.08 2.44 8.20 2790 238 2870 160 8.07 2.35 8.18 4370 245 4440 168 9.72 2.30 9.80 4940 259 5020 181 9.63 2.22 9.76 7440 362 7550 251 11.3 2.50 11.4 11500 388 11600 277 12.9 2.38 13.0
STEEL SECTION
CHANNEL
JIS G 3192 Starndard sectional dimension mm
HxB
75x40 100x50 125x65 150x75 150x75 180x75 200x80 200x90 250x90 250x90 300x90 300x90
t1
5 5 6 6.5 9 7 7.5 8 9 11 9 10
t2
7 7.5 8 10 12.5 10.5 11 13.5 13 14.5 13 15.5
r1
8 8 8 10 15 11 12 14 14 17 14 19
r2
4 4 4 5 7.5 5.5 6 7 7 8.5 7 9.5
SecUnit tional Weight Area kg/m cm2 8.818 11.92 17.11 23.71 30.59 27.20 31.33 38.65 44.07 51.17 48.57 55.74
6.92 9.36 13.4 18.6 24.0 21.4 24.6 30.3 34.6 40.2 38.1 43.8
Position of Center of Gravity cm Cx Cy 0 1.28 0 1.54 0 1.90 0 2.28 0 2.31 0 2.13 0 2.21 0 2.74 0 2.40 0 2.40 0 2.22 0 2.34
Page 24
Reference Geometrical Radius of moment Gyration of inertia cm4 of Area cm lx ix ly iy 75.3 12.2 2.92 7.17 188 26.0 3.97 1.48 424 61.8 4.98 1.90 861 117 6.03 2.22 1050 147 5.86 2.19 1380 131 7.12 2.19 1950 168 7.88 2.32 2490. 277 8.02 2.68 4180 294 9.74 2.58 4680 329 9.56 2.54 6440 309 11.5 2.52 7410 360 11.5 2.54
Modulus of Section cm3 Zx 20.1 37.6 67.8 115 140 153 195 249 334 374 429 494
Zy 4.47 7.52 13.4 22.4 28.3 24.3 29.1 44.2 44.5 49.9 45.7 54.1
STEEL SECTION
300x90 380x100 380x100 380x100
12 10.5 13 13
H-BEAM
16 16 16.5 20
19 18 18 24
9.5 9 9 12
JIS G 3192
Starndard sectional dimension mm Nominal Dimension HxB t1 t2 (Height x flage) 100x50 100x 50 5 7 100x100 100x100 6 8 125x60 125x 60 6 8 125x125 125x125 6.5 9 150x 75 150x 75 5 7 150x100 148x100 6 9 150x150 150x150 7 10 175x 90 175x 90 5 8 175x175 175x175 7.5 11 200x100 198x 99 4.5 7
r
8 10 9 10 8 11 11 9 12 11
61.90 69.39 78.96 85.71
48.6 54.5 62.0 67.3
SecUnit tional Weight Area kg/m cm2 11.85 21.90 16.84 30.31 17.85 26.84 40.14 23.04 51.21 23.18
9.30 17.2 13.2 23.8 14.0 21.1 31.5 18.1 40.2 18.2
0 0 0 0
2.28 2.41 2.33 2.54
Geometrical moment of inertia cm4 lx ly 187 14.8 383 134 413 29.2 847 293 666 49.5 1020 151 1640 563 1210 97.5 2880 984 1580 114 Page 25
7870 14500 15600 17600
379 535 565 655
Reference Radius of Gyration of Area cm ix iy 3.98 1.12 4.18 2.47 4.95 1.32 5.29 3.11 6.11 1.66 6.17 2.37 6.39 3.75 7.26 2.06 7.50 4.38 8.26 2.21
11.3 14.5 14.1 14.3
2.48 2.78 2.67 2.76
Modulus of Section cm3 Zx 37.5 76.5 66.1 136 88.8 138 219 139 330 184
Zy 5.91 26.7 9.73 47.0 13.2 30.1 75.1 21.7 112 23.0
525 763 823 926
56.4 70.5 73.6 87.8
STEEL SECTION
200x150 200x200 250x125 250x175 250x250 300x150 300x200 300x300 350x175 350x250
200x100 194x150 200x200 200x204 248x124 250x125 244x175 250x250 250x255 298x149 300x150 294x200 294x302 300x300 300x305 346x174 350x175 340x250
5.5 6 8 12 5 6 7 9 14 5.5 6.5 8 12 10 15 6 7 9
H-BEAM continued
8 9 12 12 8 9 11 14 14 8 9 12 12 15 15 9 11 14
Starndard sectional dimension mm Nominal
11 13 13 13 12 12 16 16 16 13 13 18 18 18 18 14 14 20
27.16 39.01 63.53 71.53 32.68 37.66 56.24 92.18 104.7 40.80 46.78 72.38 107.7 119.8 134.8 52.68 63.14 101.5
21.3 30.6 49.9 56.2 25.7 29.6 44.1 72.4 82.2 32.0 36.7 56.8 84.5 94.0 106 41.4 49.6 79.7
SecUnit tional Weight
1840 2690 4720 4980 3540 4050 6120 10800 11500 6320 7210 11300 16900 20400 21500 11100 13600 21700
134 507 1600 1700 255 294 984 3650 3880 442 508 1600 5520 6750 7100 792 948 3650
Geometrical Page 26
8.24 8.30 8.62 8.35 10.4 10.4 10.4 10.8 10.5 12.4 12.4 12.5 12.5 13.1 12.6 14.5 14.7 14.6
2.22 3.61 5.02 4.88 2.79 2.79 4.18 6.29 6.09 3.29 3.29 4.71 7.16 7.51 7.26 3.88 3.95 6.00
Reference Radius of
184 277 472 498 285 324 502 867 919 424 481 771 1150 1360 1440 641 775 1280
26.8 67.6 160 167 41.1 47.0 113 292 304 59.3 67.7 160 365 450 466 91.0 112 292
Modulus of
STEEL SECTION Dimension
HxB
(Height x flage) 350x350 344x348 350x350 400x200 396x199 400x200 400x300 390x300 *388x402 *394x398 400x400 400x400 *400x408 *414x405 *428x407 *458x417 *498x432 450x200 446x199 450x200 450x300 440x300 496x199 500x200 500x200 506x201
t1
10 12 7 8 10 15 11 13 21 18 20 30 45 8 9 11 9 10 11
t2
16 19 11 13 16 15 18 21 21 28 35 50 70 12 14 18 14 16 19
r
20 20 16 16 22 22 22 22 22 22 22 22 22 18 18 24 20 20 20
Area cm2
kg/m
146.0 173.9 72.16 84.12 136.0 188.5 186.8 218.7 250.7 295.4 360.7 528.6 770.1 84.30 96.76 157.4 101.3 114.2 131.3
115 137 56.6 66.0 107 140 147 172 197 232 283 415 605 66.2 76.0 124 79.5 89.6 103
moment of inertia cm4 lx lx 33300 11200 40300 13600 20000 1450 23700 1740 38700 7210 49000 16300 56100 18900 66600 22400 70900 23800 92800 31000 119000 39400 187000 60500 298000 94400 28700 1580 33500 1870 56100 8110 41900 1840 47800 2140 56500 2580 Page 27
Gyration of Area cm ix iy 15.1 8.78 15.2 8.84 16.7 4.48 16.8 4.54 16.9 7.28 16.6 9.54 17.3 10.1 17.5 10.1 16.8 9.75 17.7 10.2 18.2 10.4 18.8 10.7 19.7 11.1 18.5 4.33 18.6 4.40 18.9 7.18 20.3 4.27 20.5 4.33 20.7 4.43
Section cm3 Zx 1940 2300 1010 1190 1980 2520 2850 3330 3540 4480 5570 8170 12000 1290 1490 2550 1690 1610 2230
Zy 646 776 145 174 481 809 951 1120 1170 1530 1930 2900 4370 159 187 541 185 214 257
STEEL SECTION
500x300 482x300 488x300 596x199 600x200 600x200 *606x201 582x300 600x300 588x300 *594x302 700x300 *692x300 700x300 800x300 *792x300 800x300 *890x299 900x300 900x300 *912x302
11 11 10 11 12 12 12 14 13 13 14 14 15 16 18
15 18 15 17 20 17 20 23 20 24 22 26 23 28 34
26 26 22 22 22 28 28 28 28 28 28 28 28 28 28
145.5 163.5 120.5 134.4 152.5 174.5 192.5 222.4 211.5 235.5 243.4 267.4 270.9 309.8 364.0
114 128 94.6 106 120 137 151 175 166 185 191 210 213 243 286
60400 71000 68700 77600 90400 103000 118000 137000 172000 201000 254000 292000 345000 411000 498000
6760 8110 1980 2280 2720 7670 9020 10600 9020 10800 9930 11700 10300 12600 15700
20.4 20.8 23.9 24.0 24.3 24.3 24.8 24.9 28.6 29.3 32.3 33.0 35.7 36.4 37.0
6.83 7.04 4.05 4.12 4.22 6.63 6.85 6.90 6.53 6.78 6.39 6.62 6.16 6.39 6.56
2500 2910 2310 2590 2980 3530 4020 4620 4980 5760 6410 7290 7760 9140 0900
451 541 199 288 271 511 601 701 602 722 662 782 688 843 1040
STEEL H PIPLES JIS A 5526 (Metric Series) Nominal Size
Dimension
SecUnit tional Weight Area kg/m
Geometrical moment Page 28
Reference Modulus of Section cm3
Radius of Gyration
Area of Outer
STEEL SECTION
200x200 250x250 300x300
350x350
400x400
H
B
t1
t2
cm2
mm 200 244 250 294 300 300 338 344 350 350 388 394 400 400 414 428
mm 204 252 255 302 300 305 351 354 350 357 402 405 400 408 405 407
mm 12 11 14 12 10 15 13 16 12 19 15 18 13 21 18 20
mm 12 11 14 12 15 15 13 16 19 19 15 18 21 21 28 35
71.53 82.06 104.7 107.7 119.8 134.8 135.9 166.6 173.9 198.4 178.5 214.4 218.7 250.7 295.4 306.7
56.2 64.4 82.2 84.5 94.0 106 106 131 137 156 140 168 172 197 232 283
Sec-
Unit
I-BEAM JIS G 3192
Starndard sectional dimension mm
of inertia cm4 lx ly cm4 498x10 170x10 879x10 292x10 115x102 388x10 169x102 552x10 204x102 675x10 215x102 710x10 282x102 938x10 353x102 118x102 403x102 136x102 428x102 144x102 490x102 163x102 597x102 200x102 666x102 224x102 709x102 238x102 928x102 310x102 119x103 394x102
Zx cm3 498 720 919 115x10 136x10 144x10 167x10 205x10 230x10 245x10 252x10 303x10 333x10 354x10 448x10 557x10
Zy cm3 167 233 304 365 450 466 534 669 776 809 809 985 1120 1170 1350 1930
of Area cm Surface ix iy m2/m cm cm 8.36 4.88 1.17 10.3 5.98 1.45 10.5 6.09 1.46 12.5 7.16 1.74 13.1 7.51 1.75 12.6 7.26 1.76 14.4 8.33 2.02 14.6 8.43 2.04 15.2 8.84 2.04 14.7 8.53 2.06 16.6 9.54 2.32 16.7 9.65 2.33 17.5 10.1 2.34 16.8 9.75 2.35 17.7 10.2 2.38 18.2 10.4 2.41
Reference
Page 29
STEEL SECTION
HxB
100x 75 125x 75 150x 75 150x125 180x100 200x100 200x150 250x125 250x125 300x150 300x150 300x150 350x150 350x150 400x150 400x150 450x175 450x175
t1
5. 5.5 5.5 8.5 6 7 9 7.5 10 8 10 11.5 9 12 10 12.5 11 13
t1
8 9.5 9.5 14 10 10 16 12.5 19 13 18.5 22 15 24 18 25 20 26
r1
7 9 9 13 10 10 15 12 21 12 19 23 13 25 17 27 19 27
r2
3.5 4.5 4.5 6.5 5 5 7.5 6 10.5 6 9.5 11.5 6.5 12.5 8.5 13.5 9.5 13.5
tional Weight Area kg/m cm2 16.43 20.45 21.83 46.15 30.06 33.06 64.16 48.79 70.73 61.58 83.47 97.88 74.58 111.1 91.73 122.1 116.8 146.1
12.9 16.1 17.1 36.2 23.6 26.0 50.4 38.3 55.5 48.3 65.5 76.8 58.5 87.2 72.0 95.8 91.7 115
Position of Centre ol Gravity cm Cx Cy 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 30
Geometrical moment of inertia cm4 lx ly 281 47.3 538 57.5 819 57.5 1760 385 1670 138 2170 138 4460 753 5180 337 7310 538 9480 588 12700 886 14700 1080 15200 702 22400 1180 21400 864 31700 1240 39200 1510 48800 2020
Radius of Gyration of Area cm ix iy 4.14 1.70 5.13 1.68 6.12 1.62 6.18 2.89 7.45 2.14 8.11 2.05 8.34 3.43 10.3 2.63 10.2 2.76 12.4 3.09 12.3 3.26 12.2 3.32 14.3 3.07 14.2 3.26 16.2 3.07 16.1 3.18 18.3 3.60 18.3 3.72
Modulus of Section cm3 Zx 56.2 86.0 109 235 186 217 446 414 585 632 849 978 870 1280 1200 1580 1740 2170
Zy 12.6 15.3 15.3 61.6 27.5 27.7 10.0 53.9 89.0 78.4 118 143 93.5 158 115 165 173 231
STEEL SECTION
600x190 600x190
13 16
25 35
25 38
MINING I-BEAN Depth
Size
M105
M115
12.5 9
169.4 224.5
133 176
0 0
Sectional Area cm2 (in2) 28.89
A mm (in) 105
Flange Width B mm (in) 84
t mm (in) 9
t mm (in) 19
t mm (in) 7
r mm (in) 15
r mm (in) 4
(4.134) 115
(3.307) 94
(.354) 11
(.748) 22
(.276) 7
(.591) 16
(.157) (4.478) 4 36.51
(4.528)
(3.740)
(.433)
(.866)
(.276)
(.630)
(.157) (5.659)
Standand Lenght :
3.5m 15ft
Thickness
0 0
4.5m 20ft
5.5m 25ft
6.0m 30ft
Comer Radius
7.0m 35ft
8.0m 40ft
9.0m
98400 130000
2460 3540
Weight
kg/m
kg/m
ib/ft
22.7
6.92
15.25
28.7
8.75
19.29
10.0m
11.0m
Maxinum Leanght : 25.0m or 80ft MINING I-BEAMS IN THREE GRADES
Mining l-Beams are supplied in three grades to suit the Page 31
24.1 24.1
12.0m
3.81 3.97
3280 4330
Moment of Inertia jx jy cm4 cm4 (in4) (in4) 488.4 97.8
259 373
Radius of Gyration ix iy cm cm (in) (in) 4.13 1.83
(11.73) (2.350) (1.624) 733.0 153.2 4.48
(.737) 2.65
(17.61) (3.680) (1.764)
(.806)
STEEL SECTION
Grade Grade 1 Grade 2 Grade 3
Ultimate Tensile Strenght 50 kg/mm2 minimum 57 kg/mm2 minimum 67 kg/mm2 minimum
various requirement of mines and are cut to leanght Yielding Point Minimum Elongation 30 kg/mm2 minimum 20% 34 kg/mm2 minimum 16% 40 kg/mm2 minimum 12%
LIGHT LIP CHANNEL JIS G3350 Dimensions mm HxAxC
t
250x75x25
4.5 4.5 4.0 3.2 4.5 4.0 3.2 4.5 4.0 3.2
200x75x20 200x75x20
150x75x25
SecUnit tional Weight Area kg/m cm2 18.92 14.9 16.67 13.1 14.95 11.7 12.13 9.52 16.22 12.7 14.55 11.4 11.81 9.27 14.42 11.3 12.95 10.2 10.53 8.27
Centre of Gravuty cm Cx Cy 0 2.07 0 2.32 0 2.32 0 2.33 0 2.19 0 2.19 0 2.19 0 2.65 0 2.65 0 2.66
Secondary Moment of Area cm4 lx ly 1690 129 990 121 895 110 736 92.3 963 109 871 100 716 84.1 501 109 455 99.8 375 83.6
Radius of Gyration of Area cm ix iy 9.44 2.62 7.61 2.69 7.74 2.72 7.70 2.76 7.71 2.60 7.74 2.62 7.79 2.67 5.90 2.75 5.93 2.78 5.97 2.82
Page 32
Modulus of Section cm3 Zx Zy 135 23.8 99.0 23.3 89.5 21.3 73.6 17.8 96.3 20.6 87.1 18.9 71.6 15.8 66.9 22.5 60.6 20.6 50.0 17.3
Centre of Shear cm Sx Sy 5.1 0 5.6 0 5.7 0 5.7 0 5.3 0 5.3 0 5.4 0 6.3 0 6.3 0 6.4 0
STEEL SECTION 150x65x20
150x50x20
125x50x20
120x60x25 120x60x20 120x40x20 100x50x20
90x45x20
4.0 3.2 2.3 4.5 3.2 2.3 4.5 4.0 3.2 2.3 4.5 3.2 2.3 3.2 4.5 4.0 3.2 2.8 2.3 2.0 1.6 3.2
11.75 9.567 7.012 11.72 8.607 6.322 10.59 9.548 7.807 5.747 11.72 8.287 6.092 7.007 9.469 8.548 7.007 6.205 5.172 4.537 3.672 6.367
9.22 7.51 5.50 9.20 6.76 4.96 8.32 7.50 6.13 4.51 9.20 6.51 4.78 5.50 7.43 6.71 5.50 4.87 4.06 3.56 2.88 5.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2.11 2.11 2.12 1.54 1.54 1.55 1.68 1.68 1.68 1.69 2.25 2.12 2.13 1.32 1.86 1.86 1.86 1.86 1.86 186 1.87 1.72
401 332 248 368 280 210 238 217 181 137 252 186 140 1440 139 127 107 99.8 80.7 71.4 58.4 76.9
63.7 53.8 41.1 35.7 28.3 21.9 33.5 33.1 26.6 20.6 58.0 40.9 31.3 15.3 30.9 28.7 24.5 23.2 19.0 16.9 14.0 18.3
5.48 5.89 5.94 5.60 5.71 5.77 4.74 4.77 4.82 4.88 4.63 4.74 4.79 4.53 3.82 3.85 3.90 3.96 3.95 3.97 3.99 3.48
Page 33
2.33 2.37 2.42 1.75 1.81 1.86 1.78 1.81 1.85 1.89 2.22 2.22 2.27 1.48 1.81 1.83 1.87 1.91 1.92 1.93 1.95 1.69
53.3 44.3 33.0 49.0 37.4 28.0 38.0 34.7 29.0 21.9 41.9 31.0 23.3 24.0 27.7 25.4 21.3 20.0 16.1 14.3 11.7 17.1
14.5 12.2 9.37 10.5 8.19 6.33 10.0 9.38 8.02 6.22 15.5 10.5 8.10 5.71 9.82 9.13 7.81 7.44 6.06 5.40 4.47 6.57
5.0 5.1 5.2 3.7 3.8 3.8 4.0 4.0 4.0 4.1 5.3 4.9 5.1 3.4 4.3 4.3 4.4 4.3 4.4 4.4 4.5 4.1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
STEEL SECTION
75x45x15
75x35x15 70x40x25 60x30x10
2.3 1.6 2.3 2.0 1.6 2.3 1.6 2.3 2.0 1.6
4.712 3.352 4.137 3.637 2.952 3.677 3.032 2.872 2.537 2.072
3.70 2.63 3.25 2.86 2.32 2.89 2.38 2.25 1.99 1.63
0 0 0 0 0 0 0 0 0 0
173 1.73 1.72 1.72 1.72 1.29 1.80 1.06 1.06 1.06
58.6 42.6
31.0 22.0 15.6 14.0 11.6
14.2 10.5 11.8 10.5 8.71 6.58 8.00 3.32 3.01 2.56
3.53 3.56 3.00 3.01 3.03 2.91 2.69 2.33 2.35 2.37
1.74 1.77 1.69 1.70 1.72 1.34 1.62 1.07 1.09 1.11
13.0 9.46 9.90 8.79 7.24 8.82 6.29 5.20 4.65 3.88
5.14 5.80 4.24 3.76 3.13 2.98 3.64 1.71 1.55 1.32
4.1 4.2 4.0 4.0 4.1 3.1 4.4 2.5 2.5 2.5
0 0 0 0 0 0 0 0 0 0
LIGHT CHANNAL JIS G 3350 Dimensions mm HxAxC 450x75x75 400x75x75 350x50x50
t 6.0 4.5 6.0 4.5 4.5
SecUnit tional Weight Area kg/m cm2 34.82 27.3 26.33 20.7 31.82 25.0 24.08 18.9 19.58 15.4
Centre of Gravuty cm Cx Cy 0 1.19 0 1.13 0 1.28 0 1.21 0 0.75
Secondary Moment of Area cm4 lx ly 8100 122 6130 94.3 6230 120 4780 92.2 2750 27.5
Radius of Gyration of Area cm ix iy 15.5 1.87 15.6 1.89 14.0 1.94 14.1 1.96 11.9 1.19
Page 34
Modulus of Section cm3 Zx Zy 374 19.4 286 14.8 312 19.2 239 14.7 157 6.48
Centre of Shear cm Sx Sy 2.7 0 2.7 0 2.9 0 2.9 0 1.6 0
STEEL SECTION
300x50x50 250x75x75 250x50x50 200x75x75 200x50x50
150x75x75 150x50x50
120x40x40 100x50x50 100x10x40 80x40x40
4.0 4.5 4.0 6.0 4.5 4.0 6.0 4.5 4.0 3.2 6.0 4.5 4.0 4.5 3.2 2.3 3.2 3.2 2.3 3.2 2.3 2.3
17.47 17.33 15.47 22.82 15.08 13.47 19.82 12.83 11.47 9.263 16.82 12.83 11.47 10.58 7.663 5.576 6.063 6.063 4.426 5.423 3.966 3.506
13.7 13.6 12.1 17.9 11.8 10.6 15.6 10.1 9.00 7.27 13.2 10.1 9.00 8.31 6.02 4.38 4.76 4.76 3.47 4.26 3.11 2.75
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.73 0.82 0.80 1.66 0.91 0.88 1.87 2.08 1.00 0.97 2.15 2.08 2.06 1.20 1.14 1.10 0.94 1.40 1.36 1.03 0.99 1.00
2470 1850 1660 1940 1160 1050 1130 448 600 490 573 448 404 329 244 181 122 93.6 69.9 78.6 58.9 34.9
2478 26.8 24.1 107 25.9 23.3 101 71.4 2.2 8.2 1.9 1.4 4.2 2.8 6.9 2.5 8.43 14.3 11.1 7.99 5.96 5.56
11.9 10.3 10.4 9.23 8.78 8.81 7.56 5.91 7.23 7.28 5.84 5.91 5.93 5.58 5.64 5.69 4.48 3.93 3.97 3.81 3.85 3.16
Page 35
1.19 1.24 1.25 2.17 1.31 1.32 2.25 2.36 1.39 1.40 2.34 2.36 2.36 1.47 1.48 1.50 1.18 1.57 1.58 1.21 1.23 1.26
141 123 111 155 93.0 83.7 113 59.8 60.0 49.0 76.4 59.8 53.9 43.9 32.5 24.1 20.3 18.7 14.5 15.7 11.8 8.73
5.81 6.41 5.74 18.4 6.31 5.66 17.9 13.2 5.55 6.51 17.2 13.2 11.8 5.99 4.37 3.20 2.75 4.15 3.04 2.69 1.98 1.92
1.6 1.8 1.8 3.7 2.0 2.0 4.1 4.6 2.2 2.3 4.6 4.6 4.6 2.6 2.6 2.6 2.1 3.1 3.1 2.2 2.2 2.4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
STEEL SECTION 60x30x30 40x40x40 38x15x15 19x12x12 150x75x30 100x50x15 75x40x15 50x25x10 40x40x15
2.3 1.6 3.2 2.3 1.6 1.6 6.0 2.3 3.2 2.3 2.3 3..2
2.586 1.836 3.503 2.586 1.004 0.6039 14.12 3.621 3.823 2.816 1.781 2.703
2.03 1.44 2.75 2.03 0.788 0.474 11.1 2.84 3.00 2.21 1.40 2.12
0 0 0 0 0 0 6.33 3.91 3.91 3.01 1.97 1.46
0.86 0.82 1.51 1.46 0.40 0.41 1.56 0.94 0.80 0.81 0.54 1.14
11.2 10.3 9.21 7.13 2.04 0.32 4.06 46.4 21.0 20.8 5.59 5.71
2.27 1.64 5.72 3.54 0.20 0.08 56.4 4.96 3.93 3.12 0.79 3.68
2.34 2.37 1.62 1.66 1.42 0.72 5.36 3.58 2.34 2.72 1.77 1.45
lx 13.1 7.47
Secondary Moment of Area cm4 ly lu 13.1 21.3 7.47 12.1
0.94 0.95 1.28 1.17 0.45 0.37 2.00 1.17 1.01 1.05 0.67 1.17
4.72 3.45 4.60 3.57 1.07 0.33 46.9 7.12 4.68 4.63 1.84 2.24
1.06 0.75 2.30 1.39 0.18 0.11 9.49 1.22 1.23 0.98 0.40 1.29
1.8 1.8 3.0 3.0 0.8 0.8 2.2 1.2 1.2 1.2 0.7 1.4
ix 1.89 1.75
Radius of Gyration of Area cm iy iu 1.89 2.41 1.75 2.00
0 0 0 0 0 0 4.5 3.0 2.1 2.1 1.5 1.2
LIGHT ANGLE JIS G 3350 Dimensions mm AxB
t
60x60 50x50
3.2 3.2
SecUnit tional Weight Area kg/m cm2 3.672 2.88 3.032 2.38
Centre of Gravuty cm Cx Cy 1.65 1.65 1.40 1.40
Page 36
lv 5.03 2.83
iv 1.17 0.97
tan O 1.00 1.00
Modulus of Section cm3 Zx 3.02 2.07
STEEL SECTION
40x40 30x30 75x30
2.3 3.2 3.2 3.2
2.13 2.392 1.752 3.192
1.74 1.88 1.38 2.51
1.36 1.15 0.90 2.86
1.36 1.15 0.90 0.57
5.54 3.72 1.50 18.9
5.54 3.72 1.50 1.94
8.94 6.04 2.45 19.6
lx 93.6 69.9 31.6 14.3 3.86 26.8 20.7
Secondary Moment of Area cm4 ly lu 24.2 109 17.9 81.2 4.91 34.5 3.69 16.5 1.03 4.54 6.15 30.6 2.25 21.9
2.13 1.39 0.54 1.47
1.58 1.25 0.92 2.43
1.58 1.25 0.92 0.78
2.01 1.59 1.18 2.48
ix 3.93 3.97 2.82 2.34 1.52 2.91 2.77
Radius of Gyration of Area cm iy iu 2.00 4.24 2.01 4.28 1.11 2.94 1.19 2.53 0.79 1.65 1.40 3.11 0.913 2.85
0.98 0.76 0.56 0.62
1.00 1.00 1.00 0.198
1.52 1.30 0.71 4.07
LIGHT "Z" JIS G 3350 Dimensions mm HxAxB
t
100x50x50
3.2 2.3 3.2 2.3 2.3 2.3 2.3
75x30x30 60x30x30 40x20x20 75x40x30 75x30x20
SecUnit tional Weight Area kg/m cm2 6.063 4.76 4.426 3.47 3.983 3.13 2.586 2.03 1.666 1.31 3.161 2.48 2.701 2.12
Centre of Gravuty cm Cx Cy 5.00 4.84 5.00 4.88 3.75 2.84 3.00 2.88 2.00 1.88 3.49 3.13 3.44 2.09
lv 8.70 6.53 2.00 1.31 0.35 2.39 1.08
iv 1.20 1.21 0.71 0.71 0.46 0.865 0.613
LIGHT LIP "Z" JIS G 3350 Dimensions mm
Sec-
Unit
Centre of
Secondary Page 37
Radius of
tan O 0.427 0.423 0.313 0.430 0.443 0.394 0.245
Modulus of Section cm3 Zx 18.7 14.0 8.42 4.72 1.93 6.68 5.10
STEEL SECTION
HxAxC
t
10x50x20
3.2 2.3
tional Weight Area kg/m cm2 7.01 5.50 5.17 4.06
Gravuty cm Cx Cy 5 4.84 5 4.88
lx 107 80.7
Moment of Area cm4 ly lu 44.8 137 34.8 104
lv 14.7 11.4
ix 3.90 3.95
Gyration of Area cm iy iu 2.53 4.41 2.59 4.49
Secondary Moment of Area cm4 lx ly 20.9 14.7 15.3 10.5 19.4 11.4 14.2 8.21 20.9 35.9 13.8 17.1 6.08 5.40 4.56 3.87
Radius of Gyration of Area cm ix iy 2.19 1.83 2.23 1.84 2.17 1.66 2.20 1.68 1.88 2.46 1.88 2.10 1.43 1.35 1.47 1.35
Modulus of Section cm3 Zx Zy 6.20 3.68 4.56 2.62 5.88 3.26 4.41 2.35 7.36 7.19 5.39 4.28 2.58 1.80 1.95 1.29
Centre of Shear cm Sx Sy 0 4.1 0 4.2 0 4.5 0 4.6 0 3.6 0 3.5 0 2.8 0 2.9
LIGHT HAT JIS G 3350 Dimensions mm HxAxC
t
60x30x25
2.3 1.6 2.3 1.6 3.2 2.3 2.3 1.6
60x30x20 50x40x30 50x40x20 40x20x20
SecUnit tional Weight Area kg/m cm2 4.358 3.42 3.083 2.42 4.128 3.24 2.923 2.29 5.932 4.66 3.898 3.06 2.978 2.34 2.123 1.67
Centre of Gravuty cm Cx Cy 3.37 0 3.35 0 3.23 0 3.21 0 2.83 0 2.56 0 2.36 0 2.34 0
Page 38
iv 1.45 1.48
tan O 0.572 0.581
STEEL SECTION
LIGHT LIP "H" JIS G 3353 Height mm
Width mm
60 75 90
60 90 90
100
100
120
120
150 150 200 250 300
100 150 200 250 300
450
300
Length Thickness Thickness Cross of lip of web of flange Sectional mm mm mm Area cm 10 2.3 2.3 4.606 15 2.3 2.3 6.794 20 2.3 2.3 7.506 2.3 3.2 9.570 3.2 3.2 11.28 2.3 2.3 8.286 20 2.3 3.2 10.44 3.2 3.2 12.28 2.6 2.6 10.86 20 2.6 3.2 12.52 3.2 3.2 13.20 20 3.2 3.2 13.88 25 3.2 3.2 16.72 40 45 6.0 39.69 45 45 6.0 49.14 50 4.5 6.0 58.59 60 6.0 9.0 87.19 50 4.5 6.0 65.34
Unit Weight kg/m 3.61 5.35 5.96 7.51 8.90 6.50 8.20 8.90 8.52 9.83 10.3 10.1 13.1 31.2 38.6 46.0 68.4 51.3
Gekometrical Mo- Radius of Gyrat-
ment of Area cm4 ion of Area cm lx ly ix iy 30.4 14.1 2.57 1.75 71.2 50.4 3.24 2.70 111 59.3 3.82 2.79 144 79.4 3.88 2.88 204 103 4.24 2.99 155 75.9 4.41 3.12 197 103 4.51 3.32 204 103 4.24 2.99 291 138 5.18 3.56 344 167 5.25 3.64 352 167 5.15 359 511 104 6.30 2.84 701 330 6.47 4.45 2910 1480 8.56 6.10 5770 2810 10.8 7.57 10100 4780 13.1 9.03 14600 7480 12.9 9.26 24500 4780 19.4 8.55 Page 39
Modulus of Sect-
ion cm3 Zx Zy 10.1 4.72 19.0 11.2 24.6 13.2 32.1 17.6 40.8 20.7 30.5 15.2 39.6 20.7 40.8 20.7 48.5 23.1 57.4 27.8 58.6 27.8 68.1 20.8 93.4 44.1 291 148 461 225 671 318 972 499 1090 318
STEEL SECTION
60
LIGHT "H" JIS G 3353 Height mm
Width mm
100 100 125 125 125 150
60 100 60 100 125 75
150
100
190
150
175
90
200
100
200
125
6.0
9.0
96.19
75.5
36000
7480
8.82
1600
Unit Gekometrical Mo- Radius of Gyrat- Modulus of SectSectional Weight ment of inertia cm4 ion of Area cm mm ion cm3 Wep Flange Area cm2 kg/m lx ly ix iy Zx Zy 3.2 4.5 8.312 6.52 143 16.2 4.15 1.50 28.7 5.41 3.2 4.5 11.91 9.35 225 75.0 4.35 2.51 45.1 15.0 3.2 4.5 9.112 7.15 238 16.2 5.11 1.34 38.0 5.41 3.2 4.5 12.71 9.98 368 7500 5.38 2.43 59.0 15.0 3.2 4.5 14.96 11.7 450 14.7 5.50 3.13 72.0 23.4 3.2 4.5 11.26 8.84 432 31.7 6.19 1.68 57.6 8.45 3.2 6.0 13.42 10.5 537 42.2 6.33 1.77 71.6 11.3 3.2 4.5 13.51 10.6 551 75.0 6.39 2.36 73.5 15.0 3.2 6.0 16.42 12.9 693 100 6.50 2.47 92.3 20.0 3.2 4.5 18.01 14.1 789 25.3 6.62 3.75 105 33.8 3.2 6.0 22.42 17.6 1000 338 6.69 3.88 134 45.0 3.2 4.5 13.41 10.5 711 54.7 7.28 2.02 81.2 12.2 3.2 4.5 15.11 11.9 1050 75.1 8.32 2.23 105 15.0 3.2 6.0 18.02 14.1 1310 100 8.52 2.36 131 20.0 4.5 6.0 20.46 16.1 1380 100 8.21 2.21 138 20.0 3.2 6.0 21.02 16.5 1590 195 8.70 3.05 158 31.3 Thickness
Cross
19.3
Page 40
499
STEEL SECTION
200
150
200 200
175 200
250 250
100 125
250
150
250 250 250 300 300
150 175 250 125 150
300
175
3.2 3.2 4.5 3.2 6.0 3.2 4.5 3.2 4.5 4.5 3.2 4.5 4.5 6.0 6.0 4.5 3.2 4.5 4.5 4.5 4.5
4.5 6.0 6.0 6.0 9.0 4.5 9.0 4.5 6.0 9.0 4.5 6.0 9.0 9.0 9.0 9.0 4.5 6.0 9.0 6.0 9.0
19.61 24.02 26.46 27.02 46.92 16.71 28.44 18.96 25.71 32.94 21.21 28.71 37.44 45.42 58.92 35.19 22.81 30.96 39.69 33.96 44.19
15.4 18.9 20.8 21.2 36.8 13.1 22.3 14.9 20.2 25.9 16.6 22.5 29.4 35.7 46.3 27.6 17.9 24.3 31.2 26.7 34.7
1480 1870 1940 2150 3590 1730 3080 2070 2740 3740 2410 3190 4390 5200 7160 5610 3600 4790 6560 5430 7510
153 338 338 536 1200 75.1 150 147 195 293 253 338 506 804 2340 293 253 238 506 536 804
8.69 8.83 8.57 8.93 8.74 10.2 10.4 10.4 10.3 10.7 10.7 10.5 10.8 10.7 11.0 12.6 12.6 12.4 12.9 12.5 13.0
Page 41
3.59 3.75 3.57 4.45 5.06 2.12 2.30 2.78 2.76 2.98 3.45 3.43 3.68 4.21 6.31 2.89 3.33 3.30 3.57 3.97 4.27
148 187 194 215 359 138 247 166 219 299 193 255 351 416 573 374 240 319 437 362 501
33.8 45.0 45.0 61.3 120.0 15.0 30.0 23.5 31.3 46.9 33.8 45.0 67.5 91.9 188 46.9 23.8 45.0 67.5 61.3 91.9
STEEL SECTION
350
175
400
200
450
200
450
200
4.5 4.5 4.5 4.5 6.0 6.0 4.5 6.0 6.0
6.0 9.0 6.0 9.0 9.0 12.0 9.0 12.0 12.0
Chemical Composition Classification
Notation
Class 2 Class 3 Class 4
SS41 SS50 SS55
36.21 46.44 41.46 53.19 58.92 70.56 55.44 73.56 85.56
28.4 36.5 32.5 41.8 46.3 55.4 43.5 57.7 67.2
7660 10500 11500 15900 16500 20700 20500 26900 32600
536 804 800 1200 1200 1600 1200 1600 3130
14.6 15.1 16.7 17.3 16.8 17.1 19.2 19.1 19.5
3.85 4.16 4.39 4.75 4.51 4.76 4.65 4.66 6.04
438 602 575 793 827 1040 912 1200 1450
61.3 91.9 80.0 120 120 160 120 160 250
Chemical composition,% Applications C Mn P S 0.050 0.050 Steel plate,steel strip, flst steel and shape steel max. max. 0.30 1.60 0.040 0.040 Steel plate,steel strip, flst steel, steel bar and shapes max. max. max. max. steel of not more that 40mm in thinkness, dimeter, size or width across flats
Mechanical properties Yield point or yieldstrength Tensile
Tension test
Page 42
Elongation
Bending test Angle Inside Test
STEEL SECTION
Classifica Notation kg/mm2 strength, -tion Thickness, diameter, side or kg/mm2 width across flats ,mm 16& over16to over 40 under 40&under
Class 2
Class 3
SS41
SS50
25 min. 24 min. 22 min.
29 min. 28 min. 26 min.
Dimension of steel,mm
5 & under in thickness of steel plate, strip, flat steel & shape steel Over 5 to 16 in thickness of steel plate strip,flats steel and shape steel 41-52 Over 16 in thickness of steel plate, flat steel and shape steel Over 40 in thickness of steel plate, flat steel and shape steel 25 & under in dia., of steel bar, side or width across flats Over 25 in dia., of steel bar, side width across flats 5 & under in thickness of steel plate, strip, flat steel and shape steel Over 5 to 16 in thickness of steel plate,strip,flat steel & shape steel 50-65 Over 16 in thickness of steel plate. Page 43
Test piece
%
No.5
21 min.
No.1
18 min.
No.1
21 min.
No.4
23 min.
No.2
20 min.
No.3
24 min.
No.5
19 min.
No.1
16 min.
No.1
19 min.
of bend
80ํํ
180ํํ
radius
piece
1.5 times thickness
No.1
1.5 times dia.or width across flats No.2
2.0 times thickness
No.1
STEEL SECTION
Class 4
SS55
41 min. 40 min.
Chemical Composition Classification
Notation
A
SM41A
strip, flat steel and shape steel Over 40 in thickness of steel plate, flat steel and shape steel 25 & under in dia., side or width across flats of steel bar Over 25 in dia.,side or width across falts of steel bar 5 & under in thickness of steel plate, strip.lfat steel and shape steel Over 5 to 16 in thickness of steel plate,strip.flst steel and shape steel 55 min. Over 16 in thickness of steel strip.flat steel and shape steel 25 & under in dia.,side or width across flats of steel bar Over 25 in dia.,side or width across flats of steel bar
Chemical composition,%
C 0.23 max. for thickness 50 mm & under;
Page 44
Si -
No.4
21 min.
No.2
18 min.
No.3
21 min.
No.5
16 min.
No.1
14 min.
No.1
17 min.
No.2 No.3
Mn P 2.5x 0.040
13 min. 17 min.
S 0.040
180ํํ
180ํํ
180ํํ
2.0 times dia.or width across flats No.2
2.0 times thickness
No.1
2.0 times dia.or width across flats No.2
STEEL SECTION
Class 1
Class 2
Class 3 Class 4
B
SM41B
A
SM50A
B
SM50B
A B B
SM50YA SM50YB SM53B
0.25 max. for thickness over 50 mm to 100mm 0.20 max. for thickness 50 mm & under; 0.22 max. for thickness over 50 mm to 100mm 0.20 max. for thickness 50 mm & under; 0.22 max. for thickness over 50 mm to 100mm 0.18 max. for thickness 50 mm & under; 0.20 max. for thickness over 50 mm to 100mm 0.20 max. for thickness 50 mm & under; 0.20 max. for thickness 50 mm & under;
C min. min. max. 0.35 0.60- 0.040 0.60max. 1.20 max. max. 0.55 1.50 0.040 0.040 max. max. max. max. 0.55 1.50 0.040 0.040 max. max. max. max. 0.55 1.50 0.040 0.040 max. max. max. max. 0.55 1.50 0.040 0.040 max. max. max. max.
Mechanical Properties Classifi -cation
Class 1
Tension test Notation Yield point or yield strength,kg/mm2 Tensile Eiongation Thickness of steel, mm strength, Thickness of steel, Test 16 and over 16 over 40 kg/mm2 mm piece under to 40 5 & under No.5 SM41 25 min. 24 min. 22 min. 41-52 Over 5 to 16 No.1 Over 16 No.1 Over 40 No.4 Page 45
% 23 min. 19 min. 22 min. 24 min.
Bending test Angle Inside Test of radius piece bend
180ํํ
1.0 times No.1 thickness
STEEL SECTION
Class 2
SM50
33 min. 32 min.
30 min.
50-62
Class 3
SM50Y 37 min. 36 min.
34 min.
50-62
Class 4
SM53
34 min.
53-65
37 min. 36 min.
Chemical Composition
5 & under Over 5 to 16 Over 16 Over 40 5 & under Over 5 to 16 Over 16 Over 40 5 & under Over 5 to 16 Over 16 Over 40
No.5 No.1 No.1 No.4 No.5 No.1 No.1 No.4 No.5 No.1 No.1 No.4
22 min. 18 min. 21 min. 23 min. 19 min. 16 min. 19 min. 21 min. 19 min. 16 min. 19 min. 21 min.
180ํํ
1.5 times No.1 thickness
180ํํ
1.5 times No.1 thickness
180ํํ
1.5 times No.1 thickness
Classifica Notation Chemical composition,% Other eiements -tion C Si Mn S P Cu Cr Class 1 SMA41 0.20max. 0.35max. 1.40max. 0.040max. 0.040max. 0.20-0.60 0.20-0.65 A.B.C. SMA50 One or more of the follow Class 2 A.B.C. 0.19max. 0.75max. 1.40max. 0.040max. 0.040max. 0.20-0.70 0.30-1.20 -ing element Mo, Nb, Ni Ti,V and Zr shall be added. One or more of the follow Class 3 SMA58 0.19max. 0.75max. 1.40max. 0.040max. 0.040max. 0.20-0.70 0.30-1.20 -ing element Mo, Nb, Ni,Ti Page 46
STEEL SECTION
V and Zr shall be added. Mechanical Properties
Classifi -cation
Class 1
Class 2
Class 3
Classifi -cation
Tension test Yield point or yield strangth,kg/mm2 Tensile Elongation Thickness of steel,mm strangth, Thickness of steel, 16&under Over 16 Over 40 kg/mm2 mm to 40 16 & under 25 min. 24 min. 22 min. 41-52 Over 16 Over 40 16 & under 37 min. 36 min. 3437 min. 50-62 Over 16 Over 40 16 & under 47 min. 46 min. 44 min. 58-73 Over 16 Over 20 Bend test Bend Inside angle radius
Test piece
Impact test Notation Test Charpy temp. absorbed Cํํ energy,
Test piece
%
No.1 No.1 No.4 No.1 No.1 No.4 No.5 No.5 No.4
19 min. 22 min. 24 min. 16 min. 19 min. 21 min. 19 min. 26 min. 20 min.
Test piece
Page 47
STEEL SECTION
Class 1
Class 2
Class 3
180ํํ
1.0 times thickness
180ํํ
1.5 times thickness
No.1
180ํํ
1.5 times thickness
No.1
No.1
A B C A B C -
0
kg-m 2.8 min. 4.8 min.
0
2.8 min. No.4 in direction 4.8 min. of rolling
-5
4.8 min.
Dimensional Tolerances of Hot Rolled Steel Sections (JIS G 9192-1966)
Height (H)
(t2) Thickness
Division Side (B) Nominal height less than 400mm 400mm to less than 600mm 600mm & over less than 16mm 16mm to less than 25mm 25mm to less than 40mm 40mm & over
Tolerances 3.0mm + 3.0mm + 4.0mm + 5.0mm + 1.5mm + 2.0mm + 2.5mm + 3.0mm Page 48
Application
STEEL SECTION
(t1)
Length
Out-of-square (T)
Camber and sweep Wep off center (S)
less than 16mm 16mm to less than 25mm 25mm to less than 40mm 40mm & over 7m & under Over 7m
Nominal height 300mm & under
+ 1.0mm + 1.5mm + 2.0mm + 2.5mm + 40mm 0 Add 5mm to plus side tolerrance above for every increment of 1m or fragment in length 1.2% max.x side B, or 2.0mm at minimum
Nominal height in excess of 300mm
1.5% max.x side B, or 2.0mm at minimum
Nominal height 300mm & under Nominal height in excess of 300mm Nominal height 300mm & under Nominal height in excess of 300mm Ends out-of-square (e)
0.2% max.x length 0.1% max.x length + 3.0mm + 4.5mm 1.6% max.x (side B, or hight H), or 3.0mm at minimum
Dimensional Tolerances of H Type steel Piles (JIS A 5526-1963) Page 49
Appiy to major vertical and lateral bend
STEEL SECTION
Item Wep height Flange width
Thickness
Length
Out-of-square
Ends out-of-square
Dimensional tolerance -3.2mm + not specified -5.0mm not exceeding 13mm + not specified 0.8mm exceeding 13mm + not specified -6% + not specified -0 Out - of - square is measured by T + T' of section at the end, and the tolerance shall be under 6.5 mm when 'the web height is 300mm or under, and under, 8.0mm when the web height is over 300mm. Ends out - of - square measured by e. and the tolerance shall be 1.6mm or under per 100mm of web height or flange width.
Wide Flange Shapes (Inch Series)
Page 50
Remarks Measured over center of wep Measured in parallel to flange
STEEL SECTION
Section Index
36ํํ WF 36x16-1/2
36WF 36x12
33WF 33x15-3/4
lbs/ft 300 280 260 245 230
kg/m 446.4 416.7 389.9 364.6 342.3
Depth of Section (A) in mm 36.72 933 36.5 927 36.24 920 36.06 916 35.88 911
194 182 170 160 150 135
288.7 270.8 253.0 238.1 223.2 200.9
36.48 36.32 36.16 36.00 35.84 35.55
927 923 918 914 910 903
12.117 12.072 12.027 12.000 11.972 11.945
308 307 305 305 304 303
0.770 0.725 0.680 0.653 0.625 0.598
19.56 18.42 17.27 16.59 15.88 15.19
1.260 1.180 1.100 1.020 0.940 0.794
32.00 29.97 27.94 25.91 23.88 20.17
0.80 0.80 0.80 0.80 0.80 0.80
20.3 20.3 20.3 20.3 20.3 20.3
57.11 53.54 49.98 47.09 44.16 39.70
368.5 345.4 322.5 303.8 284.9 256.1
240 220 200
357.2 327.4 297.6
33.50 33.25 33.00
851 845 838
15.865 15.810 15.750
403 402 400
0.830 0.775 0.715
21.08 19.69 18.16
1.400 1.275 1.150
35.56 32.39 29.21
0.96 0.96 0.96
24.4 24.4 24.4
70.52 64.73 58.79
455.0 417.6 379.3
152
226.2
33.50
851
11.565
294
0.635
16.13
1.055
26.80
0.75
19.0
44.71
288.5
Weight
Flange Width (B) in mm 16.655 423 16.595 422 16.555 421 16.512 419 16.475 418
Web Thickness (t1) in mm 0.945 24.00 0.885 22.48 0.845 21.46 0.802 20.37 0.765 19.43
Flange Thickness (t2) in mm 1.680 42.67 1.570 39.88 1.440 36.58 1.350 34.29 1.260 32.00
in 1.02 1.02 1.02 1.02 1.02
mm 25.9 25.9 25.9 25.9 25.9
in2 88.17 32.32 76.56 72.03 67.73
mm2 568.8 531.1 493.9 467.7 437.0
Page 51
Corner Radius
Sectional Area
STEEL SECTION
33ํํ WF 33x11-1/2
30ํํ WF 30x15
30ํํ WF 30x10-1/2
27ํํ WF 27x14
27ํํ WF 27x10
141 130 118
209.8 193.5 175.6
33.31 33.10 32.86
846 841 835
11.535 11.510 11.484
293 292 292
0.605 0.580 0.554
15.37 14.73 14.07
0.960 0.855 0.738
24.38 21.72 18.74
0.75 0.75 0.75
19.0 19.0 19.0
41.51 38.26 34.71
267.8 246.8 223.9
210 190 172
312.5 282.8 256.0
30.38 30.12 29.88
772 765 759
15.105 15.040 14.985
384 382 381
0.775 0.710 0.655
19.69 18.03 16.64
1.315 1.185 1.065
33.40 30.10 27.05
0.91 0.91 0.91
23.1 23.1 23.1
61.78 55.90 50.65
398.6 360.6 326.8
132 124 116 108 99
196.4 184.5 172.6 160.7 147.3
30.30 30.16 30.00 29.82 29.64
770 766 762 757 753
10.551 10.521 10.500 10.484 10.458
268 267 267 266 266
0.615 0.585 0.564 0.548 0.522
15.62 14.86 14.33 13.92 13.26
1.000 0.930 0.850 0.760 0.670
25.40 23.62 21.59 19.30 17.02
0.70 0.70 0.70 0.70 0.70
17.8 17.8 17.8 17.8 17.8
38.83 36.45 34.13 31.77 29.11
250.5 235.2 220.2 205.0 187.8
177 160 145
263.4 238.1 215.8
27.31 27.08 26.88
694 688 683
14.090 14.023 13.965
358 356 355
0.725 0.658 0.600
18.42 16.71 15.24
1.190 1.075 0.975
30.23 27.31 24.77
0.86 0.86 0.86
21.8 21.8 21.8
52.10 47.04 42.68
336.1 303.5 275.4
114 102 94 84
169.7 151.8 139.9 125.0
27.28 27.07 26.91 26.69
693 688 684 678
10.070 10.018 9.990 9.963
256 254 254 253
0.570 0.518 0.490 0.463
14.48 13.16 12.45 11.76
0.932 0.827 0.747 0.636
23.67 21.01 18.97 16.15
0.64 0.64 0.64 0.64
16.2 16.2 16.2 16.2
33.53 30.01 27.65 24.71
216.3 193.6 178.4 159.4
Page 52
STEEL SECTION
Note: Size indicated by blue letters are not included in regular rolling schedules.
Jx in4 20,290.2 18,819.3 17,233.8 16,092.2 14,988.4
Moment of Inertia Jy cm4 in4 844600 1,225.2 783400 1,127.5 717400 1,020.6 669900 944.7 623900 870.9
cm4 46.730 46.320 45.880 45.560 45.250
ix in 15.17 15.12 15.00 14.95 14.88
Radius of Gyration iy cm in 38.53 3.73 38.40 3.70 38.10 3.65 37.97 3.65 37.80 3.59
cm 9.47 9.40 9.27 9.19 9.12
Zx in3 1,105.1 1,031.2 951.1 892.5 835.5
Modulus of Section Zy cm3 in3 18,112.6 147.1 16,901.4 135.9 15,588.5 123.3 14,628.1 114.4 13,693.8 105.7
cm3 2,410.9 2,227.4 2,020.9 36"WF 1,875.0 36x16-1/2 1,732.4
10,876.4 10,181.5 9,491.4 8,867.0 8,242.5 7,188.6
96.1 890.0 819.5 752.3 685.1 568.7
12,103.4 11,281.5 10,470.0 9,738.8 9,012.1 7,796.1
503800 469600 435800 405400 375200 324500
355.4 327.7 300.6 275.4 250.4 207.1
14.790 13.640 12.510 11.460 10.420 8.621
14.56 14.52 14.47 14.38 14.29 14.01
36.98 36.88 36.75 36.52 36.30 35.58
2.49 2.47 2.45 2.42 2.38 2.28
6.32 6.27 6.22 6.15 6.04 5.79
663.6 621.2 579.1 541.0 502.9 438.6
13,585.1 12,312.1 11,048.2
565500 512500 459900
874.3 36.400 782.4 32.570 691.7 28.790
13.88 13.79 13.71
35.26 35.03 34.82
3.52 3.48 3.43
8.94 8.84 8.71
811.1 13,293.9 10.2 740.6 12,138.4 99.0 669.6 0.974.7 87.8
Page 53
58.7 54.3 50.0 45.9 41.8 34.7
Section Index
36"WF 36x12
1,806.2 1,622.6 33"WF 1,439.0 33x15-3/4
STEEL SECTION
8,147.6 7,442.2 6,699.0 5,886.9
339200 309800 278900 245100
256.1 229.7 201.4 170.3
10.660 9.562 8.384 7.089
13.50 13.39 13.23 13.02
34.29 34.01 33.60 33.07
2.39 2.35 2.29 2.22
6.07 5.97 5.82 5.64
486.4 446.8 404.8 358.3
9,872.4 8,825.9 7,891.5
410100 367400 328500
707.9 29.470 624.6 26.000 550.1 22.900
12.64 12.57 12.48
32.10 31.93 31.70
3.38 3.34 3.30
8.58 8.48 8.38
649.9 10.651.9 93.7 586.1 9.606.2 83.1 528.2 8.657.2 73.4
1,535.7 1,362.0 30"WF 1,203.0 30x15
5,753.1 5,347.1 4,919.1 4,461.0 3,988.6
239500 222600 204800 185700 166000
185.0 169.7 153.2 135.1 116.9
7.701 7.064 6.377 5.624 4.866
12.17 12.11 12.00 11.85 11.70
30.91 30.76 30.48 30.10 29.72
2.18 2.16 2.12 2.06 2.00
5.54 5.49 5.38 5.23 5.08
379.7 354.6 327.9 299.2 269.1
6.223.3 5811.9 5.374.3 4.903.9 4.410.5
35.1 32.3 29.2 25.8 22.4
575.3 529.4 478.6 30"WF 422.9 30x10-1/2 367.1
6,728.6 6,018.6 5,414.3
280100 250500 225400
518.9 21.600 458.0 19.060 406.9 16.940
11.36 11.31 11.26
28.85 28.73 28.60
3.16 3.12 3.09
8.03 7.92 7.85
492.8 8.077.0 444.5 7.285.4 402.9 6.603.5
73.7 65.3 58.3
1,207.9 1,070.3 27"WF 955.5 27x14
4,080.5 3,604.1
169900 150000
149.6 6.228 129.5 5.391
11.03 10.96
28.02 27.83
2.11 2.08
5.36 5.28
299.2 4.903.9 266.3 4.634.7
29.7 25.9
486.8 424.5
Page 54
7.972.1 7.323.0 6.634.7 5.872.5
44.3 39.8 35.0 29.7
726.1 652.3 33"WF 573.7 33x11-1/2 486.6
27"WF
STEEL SECTION
3,266.7 2,824.8
136000 117600
115.1 4.791 95.7 3.984
10.87 10.69
27.61 27.15
2.04 1.97
5.18 5.00
242.8 3.979.5 211.7 3.469.8
23.0 19.2
377.0 314.7
27x10
Wide Flange Shapes (Inch Series) - Continued Section Index
24"WF 24x14
24"WF
24"WF
lbs/ft 160 145 130
kg/m 238.1 215.8 193.5
Depth of Section (A) in mm 24.72 628 24.49 622 24.25 616
120 110 100
178.6 163.7 148.8
24.31 24.16 24.00
617 614 610
12.088 12.042 12.000
307 306 305
0.556 0.510 0.468
14.12 12.95 11.89
0.930 0.855 0.775
23.62 21.72 19.69
0.70 0.70 0.70
17.8 17.8 17.8
35.29 32.36 29.43
227.7 208.8 189.9
94 84 76 68
139.9 125.0 113.1 101.2
24.29 24.09 23.91 23.71
617 612 607 602
9.061 9.015 8.985 8.961
230 229 228 228
0.516 0.470 0.440 0.416
13.11 11.94 11.18 10.57
0.872 0.772 0.682 0.582
22.15 19.61 17.32 14.78
0.54 0.54 0.54 0.54
13.8 13.8 13.8 13.8
27.63 24.71 22.37 20.00
178.3 159.4 144.3 129.0
Weight
Flange Width (B) in mm 14.091 358 14.043 357 14.000 356
Web Thickness (t1) in mm 0.656 16.66 0.608 15.44 0.565 14.35
Flange Thickness (t2) in mm 1.135 28.83 1.020 25.91 0.900 22.86
in 0.70 0.70 0.70
mm 17.8 17.8 17.8
in2 47.04 42.62 38.21
mm2 303.5 275.0 246.5
Page 55
Corner Radius
Sectional Area
STEEL SECTION
24"WF
24"WF
24"WF
24"WF
24"WF
142 127 112
211.3 189.0 166.7
21.46 21.24 21.00
545 539 533
13.132 13.061 13.000
334 332 330
0.659 0.588 0.527
16.74 14.94 13.39
1.095 0.985 0.865
27.81 25.02 21.97
0.65 0.65 0.65
16.5 16.5 16.5
41.76 37.34 32.93
269.4 240.9 212.5
96 82
142.9 122.0
21.14 20.86
537 530
9.038 8.962
230 228
0.575 0.499
14.61 12.67
0.935 0.795
23.75 20.19
0.65 0.65
16.5 16.5
28.21 24.10
182.0 155.5
73 68 62 55
108.6 101.2 92.27 81.85
21.24 21.13 20.99 20.80
539 537 533 528
8.295 8.270 8.240 8.215
211 210 209 209
0.455 0.430 0.400 0.375
11.56 10.92 10.16 9.52
0.740 0.685 0.615 0.522
18.80 17.40 15.62 13.26
0.54 0.54 0.54 0.54
13.7 13.7 13.7 13.7
21.46 20.02 18.23 16.18
138.5 129.2 117.6 104.4
114 105 96
169.7 156.3 142.9
18.48 18.32 18.16
469 465 461
11.833 11.792 11.750
301 300 298
0.595 0.554 0.512
15.11 14.07 13.00
0.991 0.911 0.831
25.17 23.14 21.11
0.60 0.60 0.60
15.2 15.2 15.2
33.51 30.86 28.22
216.2 199.1 182.1
85 77 70 64
126.5 114.6 104.2 95.24
18.32 18.16 18.00 17.87
465 461 457 454
8.838 8.787 8.750 8.715
224 223 222 221
0.526 0.475 0.438 0.403
13.36 12.07 11.13 10.24
0.911 0.831 0.751 0.686
23.14 21.00 19.08 17.42
0.60 0.60 0.60 0.60
15.2 15.2 15.2 15.2
24.97 22.63 20.56 18.80
161.1 146.0 132.6 121.3
Page 56
STEEL SECTION
24"WF
60 55 50 45
89.25 81.89 74.41 66.97
18.25 18.12 18.00 17.86
464 460 457 454
7.558 7.532 7.500 7.477
192 191 191 190
0.416 0.390 0.358 0.335
10.57 9.91 9.09 8.51
0.695 0.630 0.570 0.499
17.65 16.00 14.48 12.67
0.43 0.43 0.43 0.43
10.9 10.9 10.9 10.9
Note: Size indicated by blue letters are not included in regular rolling schedules.
in4 5.110.3 4.561.0 4009.5
Moment of Inertia Jx Jy cm4 in4 cm4 212.700 429.6 20.510 189.900 434.3 18.080 166.900 375.2 15.620
in 10.42 10.34 10.24
Radius of Gyration ix iy cm in 26.47 3.23 26.26 3.19 26.01 3.13
cm 8.20 8.10 7.95
Modulus of Section Section Zx Zy Index in3 cm3 in3 cm3 413.5 6.777.3 69.9 1.145.7 372.5 6.105.3 61.8 1.012.9 24" WF 330.7 5.420.2 53.6 878.5 24x14
3.635.3 3.315.0 2.987.3
151.300 138.000 124.400
254.0 229.1 203.5
10.570 9.537 8.471
10.15 10.12 10.08
25.78 25.70 25.60
2.68 2.66 2.63
6.81 6.76 6.68
299.1 4.902.2 274.4 4.497.4 248.9 4.079.5
42.0 38.0 33.9
688.4 622.8 555.6
2.683.0 2.364.3 2.096.4 1.814.5
111.700 98.420 87.270 75.530
102.2 88.3 76.5 63.8
4.254 3.676 3.184 2.656
9.85 9.78 9.68 9.536
25.02 24.84 24.59 24.21
1.92 1.89 1.85 1.79
4.88 4.80 4.70 4.55
220.9 196.3 175.4 153.1
22.6 19.6 17.0 14.2
370.4 321.2 278.6 232.7
Page 57
3.620.6 3.217.4 2.874.8 2.590.3
24" WF 24x12
24" WF 24x9
17.64 16.19 14.71 13.24
113.8 104.5 94.9 85.4
STEEL SECTION
3.403.1 3.017.2 2.620.6
141.700 125.600 109.100
385.9 338.6 289.7
16.060 14.100 12.060
9.03 8.99 8.92
22.94 22.83 22.66
3.04 3.01 2.96
7.75 7.64 7.52
317.2 5.198.9 284.1 4.656.4 249.6 4.090.9
58.8 51.8 44.6
963.7 849.0 731.0
2.088.9 1.752.4
86.960 72.950
109.3 89.6
4.550 3.730
8.60 8.53
21.84 21.67
1.97 1.93
5.00 4.90
197.6 3.238.7 168.0 2.753.5
24.2 20.0
396.6 327.8
1.600.3 1.478.3 1.326.8 1.140.7
66.620 61.540 55.230 47.490
66.2 60.4 53.1 44.0
2.756 2.514 2.210 1.832
8.64 8.59 8.53 8.40
21.94 21.82 21.67 21.34
1.76 1.74 1.71 1.65
4.47 4.42 4.34 4.19
150.7 39.9 126.4 109.7
2.470.0 2.293.0 2.071.7 1.798.0
16.0 14.6 12.9 10.7
262.2 239.3 21"WF 211.4 21x8-1/4 175.4
2.033.8 1.852.5 1.674.7
84.660 77.120 69.710
255.6 231.0 206.8
10.640 9.616 8.609
7.79 7.75 7.70
19.79 19.68 19.56
2.76 2.73 2.71
7.10 6.93 6.88
220.1 3.607.4 202.2 3.314.0 184.4 3.022.3
43.2 39.2 35.2
708.0 642.5 18" WF 576.9 18x11-3/4
1.429.9 1.286.8 1.153.9 1.045.8
59.520 53.570 48.030 43.530
99.4 88.6 78.5 70.3
4.138 3.688 3.268 2.926
7.57 7.54 7.49 7.49
19.23 19.15 19.02 18.95
2.00 1.98 1.95 1.93
5.08 5.03 4.95 4.90
156.1 141.7 128.2 117.0
22.5 20.2 17.9 16.1
368.8 331.1 18" WF 293.4 18x8-3/4 263.9
Page 58
2.558.5 2.322.5 2.101.2 1.917.6
21" WF 21x13
21" WF 21x9
STEEL SECTION
984.0 889.9 800.6 704.5
40.960 37.040 33.330 29.330
47.1 42.0 37.2 31.9
1.961 1.748 1.548 1.328
7.47 7.41 7.38 7.30
18.97 18.82 18.74 18.54
1.63 1.16 1.59 1.55
4.14 4.09 4.04 3.94
107.8 98.2 89.0 78.9
1.766.8 1.609.5 1.458.7 1.293.2
12.5 11.1 9.9 8.5
204.9 181.9 18" WF 162.3 18x7-1/2 139.3
Wide Flange Shapes (Inch Series) - Continued Section Index
16" WF 16x11-1/2 16" WF 16x8-1/2
16" WF
lbs/ft 96 88
kg/m 142.9 131.0
Depth of Section (A)] in mm 16.32 451 16.16 410
78 71 64 58
116.1 105.7 95.24 86.31
16.32 16.16 16.00 15.86
415 410 406 403
8.586 8.543 8.500 8.464
218 218 216 215
0.529 0.486 0.443 0.407
13.44 12.34 11.25 10.34
0.875 0.795 0.715 0.645
22.23 20.19 18.16 16.38
060 060 060 060
15.2 15.2 15.12 152
22.92 20.86 18.70 17.04
147.9 134.6 121.3 109.09
50 45
70.41 66.97
16.25 16.12
413 409
7.073 7.039
180 179
0.380 0.346
9.65 8.79
0.628 0.563
15.95 14.30
0.43 0.43
10.9 10.9
14.70 13.24
94.8 85.4
Weight
Flange Width (B) in mm 11.533 293 11.502 292
Web Thickness (t1) in mm 0.535 13.59 0.504 12.8
Web Thickness (t2) in mm 0.875 22.23 0.795 20.19
in 0.60 060
mm 15.2 15.2
in2 28.22 25.87
mm2 182.1 167.0
Page 59
Corner Radius
Sectional Area
STEEL SECTION
16x7
14" WF 14x16
40 36
59.53 53.57
16.00 15.85
406 403
7.000 6.992
178 178
0.307 0.299
7.80 7.59
0.503 0.428
12.78 10.87
0.43 0.43
10.9 10.9
11.77 10.59
75.9 68.3
426 398 370 342 *320 314 287 264 246 237 228 219 211 202 193 184 176 167 158
634.0 592.3 550.6 509.0 476.2 467.3 427.1 392.9 366.1 352.7 339.3 325.9 314.0 300.6 287.2 273.8 261.9 248.5 235.1
18.69 18.31 15.94 17.56 16.81 17.19 16.81 16.50 16.25 16.12 1600 15.87 15.75 15.63 15.50 15.38 15.25 15.12 15.00
475 465 456 446 427 437 427 419 413 409 406 403 400 397 394 391 387 384 381
16.695 16.590 16.475 16.365 16.710 16.235 16.130 16.025 15.945 15.910 15.865 15.825 15.800 15.750 15.710 15.660 15.640 15.600 15.550
424 421 418 416 424 412 410 407 405 404 403 402 401 400 399 398 397 396 395
1.875 1.770 1.655 1.545 1.890 1.415 1.310 1.205 1.125 1.090 1.045 1.005 0.980 0.930 0.890 0.840 0.820 0.780 0.730
47.63 44.96 42.04 39.24 48.01 35.94 33.27 30.61 28.58 27.69 26.54 25.53 24.89 23.62 22.61 21.34 20.83 19.81 18.54
3.033 2.843 2.658 2.468 2.093 2.283 2.093 1.938 1.813 1.748 1.688 1.623 1.563 1.503 1.438 1378 1.313 1.248 1.188
77.04 72.21 67.51 62.69 53.16 57.99 53.16 49.23 46.05 44.40 42.88 41.22 39.70 38.18 36.53 35.00 33.35 31.70 30.18
0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2
152.25 116.98 108.78 100.59 94.12 92.30 84.37 77.83 72.33 69.69 67.06 64.36 62.07 59.39 56.73 54.07 51.73 46.47 46.47
808.1 754.7 701.8 649.0 607.2 595.5 544.3 500.8 466.6 449.6 432.6 415.2 400.5 383.2 366.0 348.8 337.7 316.7 299.8
Page 60
STEEL SECTION
14" WF 14x14-1/2
150 142
223.2 211.3
14.88 14.75
378 375
15.515 15.500
394 394
0.695 0.680
17.65 17.27
1.128 1.063
28.65 27.00
0.60 0.60
15.2 15.2
44.08 41.85
284.4 270.0
136 127 119 111 103 95 87
202.4 189.0 177.1 165.2 153.3 141.4 129.5
14.75 14.62 14.50 14.37 14.25 14.12 14.00
375 371 368 365 362 359 356
14.740 14.690 14.650 14.620 14.575 14.545 14.500
374 373 372 371 370 369 368
0.660 0.610 0.570 0.540 0.495 0.465 0.420
16.76 15.49 14.48 13.72 12.57 11.81 10.67
1.063 0.998 0.938 0.873 0.813 0.748 0.688
27.00 25.35 23.83 22.17 20.65 19.00 17.48
0.60 0.60 0.60 0.60 0.60 0.60 0.60
15.2 15.2 15.2 15.2 15.2 15.2 15.2
39.98 37.33 34.99 32.65 30.28 27.94 25.56
257.9 240.8 225.7 210.6 195.2 180.3 164.9
Note : * Column Core Section Moment of Inertia Jx Jy in4 cm4 in4 cm4 1.355.1 56,410 207.0 8,625 1.222.6 50,890 1852 7,710
Radius of Gyration ix iy in cm in cm 6.93 17.60 2.71 6.88 6.87 17.45 6.27 6.78
Modulus of Section Section Zx Zy Index in3 cm3 in3 cm3 166.1 2,722.4 35.9 588.4 16" WF 151.3 2,479.8 32.2 5278 16x11-1/2
1,042.6 936.9 833.8
6.74 6.70 6.66
127.8 2,094.6 115.9 1,899.6 104.2 1,707.8
43,400 39,000 34,710
87.5 77.9 68.4
3,642 3,243 2,847
17.12 17.01 16.92
1.95 1.93 1.91
4.95 4.90 4.85
Page 61
20.4 18.2 16.1
334.4 298.3 16" WF 263.9 16x8-1/2
STEEL SECTION
746.4
131,700
60.5
2,518
6.62
16.81
1.88
4.78
90.1
1,542.3
14.3
234.4
655.4 583.3 515.5 46.3
27,280 24,280 21,460 18,580
34.8 30.5 26.5 22.1
1,449 1,270 1,103 920
6.68 6.64 6.62 6.49
16.97 16.86 16.81 16.48
1.54 1.52 1.50 1.45
3.91 3.86 3.81 3.68
80.7 72.4 64.4 56.3
1,322.7 1,186.6 1,055.5 922.8
9.8 8.7 7.6 6.3
160.6 142.6 124.8 103.2
6,610.3 6,013.7 5,454.2 4,911.5 4,141.7 4,399.4 3,912.1 3,526.0 3,228.9 3,080.9 2,942.4 2,798.2 2,671.4 2,538.8 2,402.4
275,200 250,300 227,000 204,400 172,400 183,100 162,800 146,800 134,400 128,200 122,500 116,500 111,200 105,700 100,000
2,359.5 2,169.7 1,986.0 1,806.9 1,635.1 1,631.4 1,466.5 1,331.2 1,226.6 1,174.8 1,124.8 1,073.2 1,028.6 979.7 930.1
98,200 90,320 82,670 75,220 68,070 67,910 61,050 55,420 51,060 48,900 46,820 44,680 42,820 40,780 38,720
7.26 7.17 7.08 6.99 6.63 6.90 6.81 6.74 6.68 6.65 6.62 6.59 6.56 6.54 6.51
18.44 18.21 17.98 17.75 16.84 17.53 17.30 17.12 16.97 16.89 16.81 16.74 16.66 16.61 16.54
4.34 4.31 4.27 4.24 4.17 4.20 4.17 4.14 4.12 4.11 4.10 4.08 4.07 4.06 4.05
11.02 10.95 10.84 10.77 10.59 1067 10.59 10.52 10.46 10.44 10.41 10.36 10.4 10.31 10.29
707.4 656.9 608.1 559.4 493.8 511.9 465.5 427.4 397.4 382.2 367.87 352.6 3392 324.9 310.0
11,594.3 10,766.6 9,666.8 9,168.6 8,077.0 8,390.0 7,629.5 7,005.1 6,513.4 6,264.2 6,028.2 5,779.1 5,559.5 5,325.1 5,080.9
282.7 261.6 241.1 220.8 195.7 201.0 181.8 166.1 153.9 147.7 141.8 135.6 130.2 124.4 118.4
Page 62
16" WF 16x7
4.633.4 4.287.6 3.951.6 3.618.9 3.207.5 3.294.4 14" WF 2.979.7 14x16 2.772.4 2.522.4 2.420.8 2.324.1 2.222.5 2.134.0 2.038.9 1.940.6
STEEL SECTION
2,274.8 2,149.6 2,020.8 1,900.6 1,786.9 1,672.2
94,700 89,480 84,120 79,120 74,380 69,610
882.7 837.9 790.2 745.0 702.5 660.1
36,740 34,880 32,890 31,010 29,240 27,480
6.49 6.45 6.42 6.40 6.37 6.32
16.48 16.38 16.31 16.26 16.18 16.05
4.04 4.02 4.01 4.20 3.99 3.97
10.26 10.21 16.18 10.16 10.13 10.08
295.8 281.9 267.3 253.4 240.2 226.7
4,848.2 112.7 1.847.2 4,620.3 107.1 1.755.4 4,381.0 101.3 1.660.3 4,153.2 95.8 1.570.2 3,936.9 90.6 1.484.9 3,715.6 85.2 1.396.4
1,593.0 1,476.1 1,373.1 1,266.5 1,165.8 1,063.5 966.9
66,310 61,470 57,160 52,720 48,530 44,270 40,250
567.7 527.6 491.8 454.9 419.7 383.7 349.7
23,630 21,960 20,470 18,940 17,470 15,970 14,560
6.31 6.29 6.26 6.23 6.21 6.17 6.15
16.03 15.98 15.90 15.82 15.77 15.67 15.62
3.77 3.76 3.75 3.73 3.72 3.71 3.70
9.58 9.55 9.52 9.47 9.45 9.42 9.40
216.0 202.0 189.4 176.3 163.6 150.6 138.1
3,540.2 3,310.7 3,104.3 2,889.6 2,681.4 2,468.3 2,263.4
77.0 71.8 67.1 62.2 57.6 52.8 48.2
1.262.0 1.176.8 1.099.8 14" WF 1.019.4 14x14-1/2 944.1 865.4 790.0
Wide Flange Shapes (INch Series) - Continued Section Index
Weight lbs/ft
kg/m
Depth of Section (A)] in mm
Flange Width (B) in mm
Web Thickness (t1) in mm Page 63
Web Thickness (t2) in mm
Corner Radius in
mm
Sectional Area in2
mm2
STEEL SECTION
14" WF 14x12
84 78
125.0 116.1
14.18 14.06
360 357
12.023 12.000
305 305
0.451 0.428
11.46 11.87
0.778 0.718
19.76 18.24
0.60 0.60
15.2 15.2
24.71 22.94
159.4 148.0
14" WF 14x10
74 68 61
110.1 101.2 90.78
14.19 14.06 13.91
360 357 353
10.072 10.040 10.000
256 255 254
0.450 0.418 0.378
11.43 10.62 9.60
0.783 0.718 0.643
19.89 18.24 16.33
0.60 0.60 0.60
15.2 15.2 15.2
21.76 20.00 17.94
140.4 129.0 115.7
14" WF 14x8
53 48 43
78.87 71.43 63.99
13.94 13.81 13.68
354 351 347
8.062 8.031 8.000
205 204 203
0.370 0.339 0.308
9.40 8.61 7.82
0.658 0.593 0528
16.71 15.06 13.41
0.60 0.60 0.60
15.2 15.2 15.2
15.59 14.11 12.65
100.6 91.0 81.6
14" WF 14x6-3/4
38 34 30
56.55 50.60 44.46
14.12 14.00 13.86
359 356 352
6.776 6.750 6.733
172 171 171
0.313 0.287 0.270
7.95 7.29 6.86
0.513 0.453 0.383
13.03 11.51 9.73
0.43 0.43 0.43
10.9 10.9 10.9
11.17 10.00 8.81
72.1 64.5 56.8
190 161 133 120 106 99 92
282.8 239.6 197.9 178.6 157.7 147.3 136.9
14.38 13.88 13.38 13.12 12.88 12.75 12.62
365 353 340 333 327 324 321
12.670 12.515 12.365 12.320 12.230 12.190 12.155
322 318 314 311 311 310 309
1.060 0.905 0.755 0.710 0.620 0.580 0.545
26.92 22.99 19.18 18.03 15.75 14.73 13.84
1.736 1.486 1.236 1.106 0.986 0.921 0.856
44.09 37.74 31.39 28.09 25.04 23.39 21.74
0.60 0.60 0.60 0.60 0.60 0.60 0.60
15.2 15.2 15.2 15.2 15.2 15.2 15.2
55.86 47.38 39.11 35.31 31.19 29.09 27.06
360.4 305.7 252.3 227.8 201.2 187.7 174.6
12" WF 12x12
Page 64
STEEL SECTION
85 79 72 65
126.5 117.6 107.1 96.73
12.50 12.38 12.25 12.12
318 314 311 308
12.105 12.080 12.040 12.000
307 307 306 305
0.495 0.470 0.430 0.390
12.57 11.94 10.92 9.91
0.796 0.736 0.671 0.606
20.22 18.69 17.04 15.39
0.60 0.60 0.60 0.60
15.2 15.2 15.2 15.2
24.98 23.22 21.16 19.11
161.2 149.8 136.5 123.3
12" WF 12x10
58 53
86.31 78.87
12.19 12.06
310 306
10.014 10.000
254 254
0.395 0.345
9.12 8.76
0.641 0.576
16.28 14.63
0.60 0.60
15.2 15.2
17.06 15.59
110.1 100.6
12" WF 12x8
50 45 40
74.41 66.97 59.53
12.91 12.06 11.94
310 306 303
8.077 8.042 8.000
205 204 203
0.371 0.336 0.294
9.42 8.53 7.47
0.641 0.576 0.516
16.28 14.63 13.11
0.60 0.60 0.60
15.2 15.2 15.2
14.71 13.24 11.77
94.9 85.4 75.9
12" WF 12x6-1/2
36 31 27
53.57 46.13 40.16
12.24 12.09 11.96
311 307 304
6.565 6.525 6.500
167 166 165
0.305 0.265 0.240
7.75 6.73 6.10
0.540 0.465 0.400
13.72 11.81 10.16
0.37 0.37 0.37
9.40 9.40 9.40
10.59 9.12 7.97
68.3 58.8 51.4
Moment of Inertia Jx Jy in4 cm4 in4 cm4 928.4 38,650 225.5 9,387 851.2 35,430 206.9 8,613
Radius of Gyration ix iy in cm in cm 6.13 15.57 3.02 7.67 6.09 15.47 3.00 7.62
Modulus of Section Zx Zy in3 cm3 in3 cm3 130.9 2,145.4 37.5 614.6 121.1 1,984.8 34.5 565.4
Page 65
Section Index 14" WF 14x12
STEEL SECTION
796.8 724.1 641.5
33,170 30,140 26,700
133.5 121.2 107.3
5,557 5,045 4,467
6.05 6.02 5.98
15.37 15.29 15.19
2.48 2.46 2.45
6.30 6.25 6.22
112.3 1,840.6 103.0 1,688.1 92.2 1,511.2
26.5 24.1 21.5
434.3 395.0 352.4
14" WF 14x10
542.1 484.9 429.0
22,570 20,180 17,860
57.5 51.3 45.1
2,394 2,136 1,877
5.90 5.86 5.82
14.99 14.88 14.78
1.92 1.91 1.89
4.88 4.85 4.80
77.8 70.2 62.7
1,275.1 1,150.6 1,027.6
14.3 12.8 11.3
234.4 209.8 185.2
14" WF 14x8
385.3 339.2 289.6
16,040 14,120 12,060
24.6 21.3 17.5
1,024 886.8 729
5.87 5.83 5.73
14.91 14.81 14.55
1.49 1.46 1.41
3.78 3.71 3.58
54.6 48.5 41.8
897.9 794.9 685.1
7.3 6.3 5.2
119.6 103.2 14" WF 85.2 14x6-3/4
1,892.5 1,541.8 1,221.2 1,071.7 930.7 858.5 788.9 723.3 663.0
78,780 64,180 50,840 44,610 38,740 35,740 32,840 30,110 27,600
589.7 486.2 389.9 345.1 300.9 278.2 256.4 235.5 216.4
24,550 20,240 16,230 14,360 12,520 11,580 10,670 9,803 9,008
5.82 5.70 5.59 5.51 5.46 5.43 5.40 5.38 5.34
14.78 14.48 14.20 14.00 13.87 13.79 13.72 13.66 13.56
3.25 3.20 3.16 3.13 3.11 3.09 3.08 3.07 3.05
8.26 8.13 8.03 7.95 7.90 7.85 7.82 7.82 7.75
263.2 222.2 182.5 163.4 144.5 134.7 125.0 115.7 107.1
4,313.8 3,641.8 2,991.2 2,678.1 2,368.4 2,207.7 2,048.8 1,896.3 1,755.4
93.1 77.7 63.1 56.0 49.2 45.7 42.2 38.9 35.8
1,525.9 1,273.5 1,034.2 917.8 806.4 749.0 12" WF 691.6 12x12 637.6 586.8
Page 66
STEEL SECTION
597.4 533.4
24,870 22,200
195.3 174.6
8,130 7,268
5.31 5.28
13.49 13.41
3.04 3.02
7.72 7.67
97.5 88.0
1,598.0 1,442.3
32.4 29.1
531.0 476.9
476.1 426.2
19,820 17,740
107.4 96.1
4,471 4,000
5.28 5.23
13.41 13.28
2.51 2.48
6.38 6.30
78.1 70.7
1,280.0 1,158.8
21.4 19.2
350.7 314.7
12" WF 12x10
394.5 350.8 310.1
16,420 14,600 12,910
56.4 50.0 44.1
2,348 2,081 1,836
5.18 5.15 5.13
13.16 13.08 13.03
1.96 1.94 1.94
4.98 4.93 4.93
64.7 58.2 51.9
1,060.4 953.9 850.6
14.0 12.4 11.0
229.5 203.2 180.3
12" WF 12x8
280.8 238.4 204.1
11,690 9,924 8,496
23.7 19.8 16.6
986.6 824 691.0
5.15 5.11 5.06
13.08 12.98 12.85
1.50 1.47 1.44
3.81 3.73 3.66
45.9 39.4 34.1
752.3 645.8 558.9
7.2 6.1 5.1
118.0 12" WF 100.0 12x6-1/2 83.6
Wide Flange Shapes (Inch Series) m - Continued Section Index
Weight lbs/ft 112
kg/m 166.7
Depth of Section (A)] in mm 11.38 289
Flange Width (B) in mm 10.415 265
Web Thickness (t1) in mm 0.755 19.18 Page 67
Web Thickness (t2) in mm 1.248 31.70
Corner Radius in 0.50
mm 12.7
Sectional Area in2 32.92
mm2 212.4
STEEL SECTION
100 89 77 72 66 60 54 49
148.8 132.4 114.6 107.1 98.22 89.29 80.36 72.92
11.12 10.88 10.62 10.50 10.38 10.52 10.12 10.00
282 276 270 267 264 260 257 254
10.345 10.275 10.195 10.170 10.117 10.075 10.028 10.000
263 261 259 258 257 256 255 254
0.685 0.615 0.535 0.510 0.457 0.415 0.368 0.340
17.40 15.62 13.59 12.95 11.61 10.54 9.35 8.64
1.118 0.998 0.868 0.808 0.748 0.683 0.618 0.558
28.40 25.35 22.05 20.52 19.00 17.35 15.70 14.17
0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50
12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7
29.43 26.19 22.67 21.18 19.41 17.66 15.88 14.40
189.9 169.0 146.3 136.6 125.5 113.9 102.5 92.9
10" WF 10x8
45 39 33
66.97 58.04 49.11
10.12 9.94 9.75
257 252 248
8.002 7.990 7.964
204 203 202
0.350 0.318 0.292
8.89 8.08 7.42
0.618 0.528 0.433
15.70 13.41 11.00
0.50 0.50 0.50
12.7 12.7 12.7
13.24 11.48 9.71
85.4 74.1 62.6
10" WF 10x5-3/4
29 25 21
43.16 37.20 31.25
10.22 10.08 9.90
260 256 251
5.799 5.762 5.750
147 146 146
0.289 0.252 0.240
7.34 6.40 6.10
0.500 0.430 0.340
12.70 10.92 8.64
0.32 0.32 0.32
8.12 8.12 8.12
8.53 7.35 6.19
55.0 47.4 39.9
67 58 48 40 35
99.71 86.31 71.43 59.53 52.09
9.00 8.75 8.50 8.25 8.12
229 222 216 210 206
8.287 8.222 8.117 8.077 8.027
210 209 206 205 204
0.575 0.510 0.405 0.365 0.315
14.61 12.95 10.29 9.27 8.00
0.933 0.808 0.683 0.558 0.493
23.70 20.52 17.35 14.17 12.52
0.40 0.40 0.40 0.40 0.40
10.2 10.2 10.2 10.2 10.2
19.70 17.06 14.11 11.76 10.30
127.1 110.1 91.0 75.9 66.5
10" WF 10x10
8" WF 8x8
Page 68
STEEL SECTION
31
46.13
8.00
203
8.000
203
0.288
7.32
0.433
11.00
0.40
10.2
9.12
58.8
28 24
41.67 35.72
8.06 7.93
205 201
6.540 6.5000
166 165
0.085 0.245
7.24 6.22
0.463 0.398
11.76 10.11
0.40 0.40
10.2 10.2
8.23 7.06
53.1 45.5
20 17
29.76 25.30
8.14 8.00
207 203
5.268 5.250
134 133
0.248 0.230
6.30 5.84
0.378 0.308
9.60 7.82
0.32 0.32
8.12 8.12
5.88 5.00
37.9 32.3
6" WF 6x6
25 20 15.5
37.20 29.76 2.07
6.37 6.20 6.00
162 157 152
6.080 6.018 6.000
154 153 152
0.320 0.258 0.240
8.13 6.55 6.10
0.456 0.367 0.269
11.58 9.32 6.83
0.25 0.25 0.25
6.35 6.35 6.35
7.35 5.88 4.59
47.4 37.9 29.6
5" WF 5x5
18.5 16
27.53 23.81
5.12 5.00
130 127
5.025 5.000
128 127
0.265 0.240
6.73 6.10
0.420 0.360
10.67 9.14
0.30 0.30
7.62 7.62
5.45 4.70
35.2 30.3
4" WF 4x4
13
19.35
4.16
106
4.060
103
0.280
7.11
0.345
8.30
0.313
7.95
3.82
25.1
8" WF 8x6-1/2 8" WF 8x5-1/4
Moment of Inertia Jx Jy in4 cm4 in4 cm4 718.7 29,920 235.4 9,799
Radius of Gyration ix iy in cm in cm 4.67 11.89 2.67 6.78
Modulus of Section Zx Zy in3 cm3 in3 cm3 126.3 2,070.0 45.2 740.8
Page 69
Section Index
STEEL SECTION
625.0 542.4 457.2 420.7 382.5 343.7 305.7 272.9
26,020 22,580 19,030 17,510 15,920 14,310 12,720 11,360
206.6 180.6 153.4 141.8 129.2 116.5 103.9 93.0
8,600 1,518 6,386 5,903 5,378 4,850 4,325 3,871
4.61 4.55 4.49 4.46 4.44 4.41 4.39 4.35
11.71 11.56 11.40 11.33 11.28 11.20 11.15 11.05
2.65 2.63 2.60 2.59 2.58 2.57 2.56 2.54
6.73 6.68 6.60 6.58 6.55 6.53 6.50 6.45
112.4 99.7 89.1 80.1 73.7 67.1 60.4 54.6
1,842.2 1,634.1 1,411.2 1,312.8 1,207.9 1,099.8 990.0 894.9
39.9 35.2 30.1 27.9 25.5 23.1 20.7 18.6
654.01 576.9 493.3 10" WF 457.3 10x10 417.9 378.6 339.3 304.8
248.6 209.7 170.9
10,350 8,729 7,114
53.2 44.9 36.5
2,215 1,869 1,519
4.33 4.27 4.20
11.00 10.84 10.67
2.00 1.97 1.94
5.08 5.03 4.93
49.1 42.2 35.0
807.7 691.6 573.6
13.3 11.2 9.2
218.0 183.6 150.8
10" WF 10x8
157.3 133.2 106.3
6,548 5,545 4,425
15.2 12.7 9.7
632.8 528.7 403.8
4.29 4.29 4.14
10.90 10.82 10.52
1.34 1.31 1.25
3.40 3.33 3.18
30.8 26.4 21.5
504.8 432.7 352.4
5.2 4.4 3.4
85.2 72.1 55.7
10" WF 10x5-3/4
271.8 227.3 183.7 146.3 126.5
11,310 9,462 7,647 6,090 5,266
88.6 74.9 60.9 49.0 42.5
3,688 3,118 2,535 2,040 1,769
3.71 3.65 3.61 3.53 3.50
9.42 9.27 9.17 8.97 8.89
2.12 2.10 2.08 2.04 2.03
5.38 5.33 5.28 5.18 5.16
60.4 52.0 43.2 35.5 31.1
990.0 852.3 708.0 581.8 509.7
21.4 18.2 15.0 12.1 10.6
350.7 298.3 248.8 198.3 173.7
Page 70
8" WF 8x8
STEEL SECTION
109.7
4,567
37.0
1,540
3.47
8.81
2.01
5.10
27.4
449.1
9.2
150.8
97.8 82.5
4,071 3,434
21.6 18.2
899.2 759.6
3.45 3.42
8.76 8.69
1.62 1.61
4.11 4.09
24.3 20.8
398.3 340.9
6.6 5.6
108.2 91.8
69.2 56.4
2,881 2,348
8.50 6.72
353.8 279.7
3.43 3.36
8.71 8.53
1.20 1.16
3.05 2.95
17.0 14.1
278.6 231.1
3.2 2.6
52.4 42.6
53.5 41.7 30.3
2,227 1,736 1,261
17.1 13.3 9.69
711.8 553.6 403.4
2.69 2.66 2.56
6.83 6.76 6.50
1.52 1.50 1.45
3.86 3.81 3.68
16.8 13.4 10.1
275.4 219.6 165.5
5.6 4.4 3.2
91.8 72.1 52.4
25.4 21.3
1,057 886.7
8.89 7.51
370.2 312.6
2.16 2.13
5.49 5.41
1.28 1.26
3.25 3.20
9.94 8.53
162.9 139.8
3.54 3.00
58.0 49.2
5" WF 5x5
11.3
470.3
3.76
156.5
1.72
4.37
0.99
2.51
5.45
89.3
1.9
31.1
4" WF 4x4
8" WF 8x6-1/2
8" WF 8x5-1/4 6" WF 6x6
Wide Flange Shapes (Metric Series) Section
Depth of Flange Weight Section Width
Thickness Corner Sectional Web Flange Radius Area Page 71
Moment of Inertia
Radius of Gyration
Moment of Section
STEEL SECTION
Index mm
kg/m 286 243 213
(A)] mm 912 900 890
(B) mm 302 300 299
(t1) mm 18 16 15
(t2) mm 34 28 23
(r) mm 28 28 28
Jx Jy cm2 mm cm 364.0 498,000 15,700 390.8 411,000 12,600 270.9 345,000 10,300
ix cm4 37.0 36.4 35.7
iy cm4 6.56 6.39 6.16
Zx cm3 10,900 9,140 7,760
Zy cm3 1,040 843 688
800x300
241 210 191
808 800 792
302 300 300
16 14 14
30 26 22
28 28 28
307.6 339,000 13,800 267.4 292,000 11,700 243.4 254,000 9,930
33.2 33.0 32.3
6.70 6.62 6.39
8,400 7,290 6,410
915 782 662
700x300
215 185 166
708 700 692
302 300 300
15 13 13
28 24 20
28 28 28
273.6 237,000 12,900 235.5 201,000 10,800 211.5 172,000 9,020
29.4 29.3 28.6
6.86 6.78 6.53
6,700 5,760 4,980
853 722 602
600x300
175 151 137
594 588 582
302 300 300
14 12 12
23 20 17
28 28 28
222.4 137,000 10,000 192.5 118,000 9,020 174.5 103,000 7,670
24.9 24.8 24.3
6.90 6.85 6.63
4,620 4,020 3,530
701 601 511
134 120 106 94.6
612 606 600 596
202 201 200 199
13 12 11 10
23 20 17 15
22 22 22 22
107.7 103,000 3,180 152.5 90,400 2,720 134.4 77,600 2,280 120.5 68,700 7,980
24.6 24.3 24.0 23.9
4.31 4.22 4.12 4.05
3,380 2,980 2,590 2,310
314 271 228 199
900x300
600x200
Page 72
STEEL SECTION
500x300
128 114
488 482
300 300
11 11
18 15
20 26
163.5 145.5
71,000 60,400
8,110 6,760
20.8 20.4
7.04 6.82
2,910 2,500
541 451
103 59.6 79.5
506 500 496
201 200 199
11 10 9
19 16 14
20 20 20
131.3 114.2 101.3
56,500 47,800 41,900
2,580 2,140 1,840
20.7 20.5 20.3
4.43 4.33 4.27
2,230 1,910 1,690
257 214 185
450x300
124 106
440 434
300 299
11 10
18 15
24 24
157.4 135.0
56,100 46,800
8,110 6,690
28.9 118.6
7.18 7.04
2,550 2,160
541 448
450x200
76.0 66.2
450 446
200 199
9 8
14 12
18 18
96.76 84.30
33,500 28,700
1,870 1,580
18.6 18.5
4.40 4.33
1,490 1,290
187 159
605 415 283 232
498 458 428 414
432 417 407 405
45 30 20 18
70 50 35 28
22 22 22 22
770.1 298,000 94,400 528.6 187,700 60,500 360.7 119,000 39,400 295.4 92,800 31,000
19.7 18.8 18.2 17.7
11.1 10.7 10.4 10.2
12,000 8,170 5,570 4,480
4,370 2,900 1,930 1,530
500x200
400x400
Section
Depth of Flange Weight Section Width
Thickness Corner Sectional Web Flange Radius Area Page 73
Moment of Inertia
Radius of Gyration
Moment of Section
STEEL SECTION
Index mm
kg/m 200 197 172 168 147 140
(A)] mm 406 400 400 394 394 388
(B) mm 403 408 400 405 398 402
(t1) mm 16 21 13 18 11 15
(t2) mm 24 21 21 18 18 15
(r) mm 22 22 22 22 22 22
400x300
107 94.3
390 386
300 299
10 9
16 14
400x200
66.0 56.6
400 396
200 199
8 7
159 156 137 131 115 106
356 350 350 344 344 338
352 357 350 354 348 351
14 19 12 16 10 13
400x400
350x350
cm2 254.9 250.7 218.7 214.4 186.8 178.5
Jx mm 78,000 70,900 66,600 59,700 56,100 49,400
Jy cm 26,200 23,800 22,400 20,000 18,900 16,300
ix cm4 17.5 16.8 17.5 16.7 17.3 16.6
iy cm4 10.1 9.75 10.1 9.65 10.1 9.54
Zx cm3 3,840 3,540 3,330 3,030 2,850 2,520
Zy cm3 1,300 1,170 1,120 985 951 809
22 22
136.0 120.1
38,700 33,700
7,210 6,240
16.9 16.7
7.28 7.21
1,980 1,740
481 418
13 11
16 16
84.12 72.16
23,700 20,000
1,740 1,450
16.8 16.7
4.54 4.48
1,190 1,010
174 145
22 19 19 16 16 13
20 20 20 20 20 20
202.0 198.4 173.9 166.6 146.0 135.3
47,600 42,800 40,300 35,300 33,300 28,200
16,000 14,400 13,600 11,800 11,200 9,380
15.3 14.7 15.2 14.6 15.1 14.4
8.90 8.53 8.84 8.43 8.78 8.33
2,670 2,450 2,300 2,050 1,940 1,670
909 809 776 669 646 534
Page 74
STEEL SECTION
350x250
79.7 69.2
340 33.6
250 249
9 8
14 12
20 20
101.5 88.15
21,700 18,500
3,650 3,090
14.6 14.5
6.00 5.92
1,280 1,100
292 248
350x175
49.6 41.4
350 346
175 174
7 6
11 9
14 14
63.14 52.68
13,600 11,100
984 792
14.7 14.5
3.95 3.88
775 641
112 91.0
106 106 94.0 87.0 84.5
304 300 300 298 294
301 305 300 299 302
11 15 10 9 12
17 15 15 14 12
18 18 18 18 18
134.8 134.8 119.8 110.8 107.7
23,400 21,500 20,400 18,800 16,900
7,730 7,100 6,750 6,240 5,520
13.2 12.6 13.1 13.0 12.5
7.57 7.26 7.51 7.51 7.16
1,540 1,440 1,360 1,270 1,150
514 466 450 417 365
300x200
65.4 56.8
298 294
201 200
9 8
14 12
18 18
83.38 72.38
13,300 11,300
1,900 1,600
12.6 12.5
4.77 4.71
893 771
189 160
300x150
36.7 32.0
300 298
150 149
6.5 5.5
9 8
13 13
46.78 40.80
7,210 6,320
508 442
12.4 12.4
3.29 3.29
481 424
67.7 59.3
300x300
Wide Flange Shapes
(Metric Series) - continued Depth of Flange
Thickness
Corner Sectional Page 75
Moment of
Radius of
Moment of
STEEL SECTION
Section Index mm 250x250
Weight Section Width (A)] (B) kg/m mm mm 82.2 250 255 72.4 250 250 66.5 248 249 64.4 244 252
Web (t1) mm 14 9 8 11
Flange Radius (t2) (r) mm mm 14 16 14 16 13 16 11 16
Area
Inertia
cm2 104.7 92.18 84.70 82.06
ix mm 11,500 10,800 9,930 8,790
iy cm 3,880 3,650 3,350 2,940
Gyration Jx Jy cm4 cm4 10.5 16.09 10.8 6.29 10.8 6.29 10.3 5.98
Section Zx Zy cm3 cm3 919 304 867 292 801 269 720 233
250x175
44.1
244
175
7
11
16
56.24
6,120
984
10.4
4.18
502
113
250x125
29.6 25.7
250 248
125 124
6 5
9 8
12 12
37.66 32.68
4,050 3,540
294 255
10.4 10.4
2.79 2.79
324 285
47.0 41.1
200x200
65.7 56.2 49.9
208 200 200
202 204 200
10 12 8
16 12 12
13 13 13
83.69 71.53 63.53
6,530 4,980 4,720
2,200 1,700 1,600
8.83 8.35 8.62
5.13 4.88 5.02
626 498 472
218 167 160
200x150
30.6
194
150
6
9
13
39.01
2,690
507
8.63
3.61
277
67.6
200x100
21.3 18.2
200 198
100 99
5.5 4.5
8 7
11 11
27.16 23.18
1,840 1,580
134 114
8.24 8.26
2.22 2.21
184 160
26.8 23.0
Page 76
STEEL SECTION
175x175
40.2
175
175
7.5
11
12
51.21
2,880
984
7.50
4.38
330
112
175x125 175x90
23.3 18.1
169 175
125 90
5.5 5
8 8
12 9
29.65 23.04
1,530 12,010
261 97.5
7.18 7.26
2.97 2.06
181 139
41.8 21.7
150x150
131.5
150
150
7
10
11
40.14
1,640
563
6.39
3.75
219
75.1
150x100
21.1
148
100
6
9
11
26.84
1,020
151
6.17
2.37
138
30.1
150x75
14.0
150
75
5
7
8
17.85
666
49.5
6.11
1.66
88.8
13.2
125x125
23.8
125
125
6.5
9
10
30.31
847
293
5.29
3.11
136
47.0
125x60
23.2
125
26
6
8
9
16.84
413
29.6
4.95
1.32
66.1
9.73
100x100
17.2
100
100
6
8
10
21.90
383
134
4.18
2.47
76.5
26.7
100x50
9.30
100
50
5
7
8
11.85
187
14.8
3.98
1.12
37.5
5.91
Heavy Column Section (Metric Series)
Page 77
STEEL SECTION
Section Index mm 90
Depth of Flange Weight Section Width (A)] (B) kg/m mm mm 930 538 477
Thickness Corner Sectional Moment of Web Flange Radius Area Inertia (t1) (t2) (r) ix iy mm mm mm cm2 mm cm 90 90 22 1,185 472,000 165,000
Radius of Gyration Jx Jy cm4 cm4 20.0 11.8
Moment of Section Zx Zy cm3 cm3 17,600 6,920
85
1,170
608
472
85
125
22
1,488 737,000 221,000
22.3
12.2
24,300
9,360
75
758
508
462
75
75
22
965.7 358,000 125,000
19.3
11.4
14,100
5,390
70
953
568
457
70
105
22
1,214 551,000 168,000
21.3
11.8
19,400
7,360
60
804 593
538 478
447 447
60 60
90 90
22 22
1,024 433,000 135,000 755.4 260,000 90,000
20.6 18.6
11.5 10.9
16,100 10,900
6,030 4,030
50
658
508
437
50
75
22
838.7 331,000 105,000
19.9
11.2
13,000
4,790
45
740 605 435
538 498 448
432 432 432
45 45 45
90 70 45
22 22 22
942.9 414,000 121,000 770.1 298,000 94,000 554.1 177,000 60,800
21.0 19.7 17.9
11.3 11.1 10.5
15,400 12,000 7,900
5,610 4,370 2,810
40
518
478
427
40
60
22
659.8 242,000 78,100
19.1
10.9
10,100
3,660
Page 78
STEEL SECTION
384
438
427
40
40
22
489.0 152,000 52,100
17.6
10.3
6,950
2,440
466 334
468 428
422 422
35 35
55 35
22 22
593.7 214,000 69,000 424.9 129,000 44,000
19.0 17.4
10.8 10.2
9,130 6,030
3,270 2,080
30
480 514 284
478 458 418
417 417 417
30 30 30
60 50 30
22 22 22
612.0 233,000 72,600 528.6 187,000 60,500 361.8 107,000 36,400
19.5 18.8 17.2
10.9 10.7 10.0
9,740 8,170 5,120
3,480 2,900 1,740
25
332
438
412
25
40
22
423.3 142,000 46,700
18.3
10.5
6,470
2,270
20
283
428
407
20
35
22
360.7 119,000 39,400
18.2
10.4
5,570
1,930
35
Light Beam Joists (Inch Series) Section Index L24x7
Weight lbs/ft 61 55
kg/m 90.78 81.85
Depth of Section (A)] in mm 23.72 602 23.55 598
Flange Width (B) in mm 7.023 178 7.000 178
Web Thickness (t1) in mm 0.419 10.64 0.396 10.06 Page 79
Web Thickness (t2) in mm 0.591 15.01 0.503 12.78
Corner Radius in 0.54 0.54
mm 13.7 13.7
Sectional Area in2 18.0 16.2
mm2 116.1 104.5
STEEL SECTION
L21x6-1/2
49 44
72.92 65.48
20.82 20.66
529 525
6.520 6.500
166 165
0.368 0.348
9.35 8.84
0.532 0.451
13.51 11.46
0.54 0.54
13.7 13.7
14.4 13.0
92.9 83.9
L18x6
40 35
59.53 52.09
17.90 17.71
455 500
6.018 6.000
153 152
0.316 0.298
8.03 7.57
0.524 0.429
13.31 10.90
0.43 0.43
10.9 10.9
11.8 10.3
76.1 66.5
L16x5-1/2
31 26
46.13 38.69
15.84 15.65
402 398
5.525 5.500
140 140
0.275 0.250
6.99 6.35
0.442 0.345
11.23 8.76
0.43 0.43
10.9 10.9
9.12 7.65
58.8 49.4
L14x5
26 22
38.69 32.74
13.89 13.72
353 348
5.025 5.000
128 127
0.255 0.230
6.48 5.84
0.418 0.335
10.62 8.51
0.43 0.43
10.9 10.9
7.65 6.47
49.4 41.7
L12x4
22 19 16.5
32.74 28.28 24.55
12.31 12.16 12.00
313 309 305
4.030 4.010 4.000
102 102 102
0.260 0.240 0.230
6.60 6.10 5.84
0.424 0.349 0.269
10.77 8.86 6.83
0.360 0.30 0.30
7.62 7.62 7.62
6.47 5.62 4.86
41.7 36.3 31.4
J12x4
14
20.83
11.91
303
3.970
101
0.200
5.08
0.224
5.69
0.30
7.62
4.14
26.7
L10x4
19 17 15
28.28 25.30 22.32
10.25 10.12 10.00
260 257 254
4.020 4.010 4.000
102 102 102
0.250 0.240 0.230
6.35 6.10 5.84
0.394 0.329 0.269
10.01 8.36 6.83
0.30 0.30 0.30
7.62 7.62 7.62
5.61 4.98 4.40
36.2 32.1 28.4
Page 80
STEEL SECTION
J10x4
11.5
17.11
9.87
251
3.950
100
0.180
4.57
0.204
5.18
0.30
7.62
3.39
21.9
L8x4
15 13
22.32 19.35
8.12 8.00
206 203
4.015 4.000
102 102
0.245 0.230
6.22 5.84
0.314 0.254
7.98 6.45
0.30 0.30
7.62 7.62
4.43 3.83
28.6 24.7
J8x4
10
14.88
7.90
201
3.940
100
0.170
4.32
0.204
5.18
0.30
7.62
2.95
19.0
L6x4
16 12
23.81 17.86
6.25 6.00
159 152
4.030 4.000
102 102
0.260 0.230
6.60 5.84
0.404 0.279
10.26 7.09
0.25 0.25
6.35 6.35
4.72 3.53
30.5 22.8
J6x4
8.5
12.65
5.83
148
3.940
100
0.170
4.32
0.194
4.93
0.25
6.35
2.50
16.1
Note :
Sizes indicated by blue letters are not included in regular rolling schedules, rolling month will be decided subject to order quantities and mill conditions.
Moment of Inertia Jx Jy in4 cm4 in4 cm4 1.540 64,100 34.3 1,428 1.340 55,780 28.9 1,203
Radius of Gyration ix iy in cm in cm 9.25 23.50 1.38 3.51 9.10 23.11 1.34 3.40
Modulus of Section Zx Zy in3 cm3 in3 cm3 130.1 2,130.3 9.76 159.9 114.0 1,868.1 8.25 135.2
Page 81
Section Index L24x7
STEEL SECTION
971 843
40,420 35,090
24.7 20.7
1,028 861.6
8.21 8.07
20.85 20.5
1.31 1.27
3.33 3.23
93.3 81.6
1,528.9 1,337.2
7.57 6.38
124.0 L21x6-1/2 104.5
612 513
25,470 21,350
19.1 15.5
795.0 645.2
7.21 7.05
18.31 17.91
1.27 1.23
3.23 3.12
68.4 57.9
1,120.9 948.8
6.34 5.16
103.9 84.6
372.5 298.1
15,500 12,410
11.57 8.71
481.5 362.5
6.39 6.24
16.23 15.85
1.13 1.07
2.87 2.72
47.0 38.1
770.3 624.5
4.19 3.17
68.67 L16x5-1/2 51.96
242.6 197.4
10,100 8,212
8.26 6.40
343.8 266.4
5.63 5.52
14.30 14.02
1.04 0.99
2.64 2.51
34.9 28.8
572.0 472.0
3.29 2.56
53.92 41.96
155.7 130.1 105.3
6,482 5,416 4,383
4.55 3.67 2.79
189.4 152.8 116.1
4.91 4.81 4.65
12.47 12.22 11.81
0.84 0.81 0.76
2.13 2.06 1.93
25.3 21.4 17.5
414.7 350.7 286.8
2.26 1.83 1.39
37.04 29.99 22.78
L12x4
88.2
3,671
2.25
93.65
4.61
11.71
0.74
1.88
14.8
242.5
1.13
18.52
J12x4
96.2 81.8 68.8
4,005 3,405 2,864
4.19 3.45 2.79
174.4 143.6 116.1
4.14 4.05 3.95
10.52 10.29 10.03
0.86 0.83 0.80
2.18 2.11 2.03
18.8 16.2 13.8
308.1 265.5 226.2
2.08 1.72 1.39
34.09 28.19 22.78
L10x4
Page 82
L18x5
L14x5
STEEL SECTION
51.9
2,160
2.01
83.66
3.92
9.96
0.77
1.96
10.5
172.1
1.02
16.72
J10x4
48.0 39.5
1,994 1,644
3.30 2.62
137.4 109.1
3.29 3.21
8.36 8.15
0.86 0.83
2.18 2.11
11.8 9.88
193.4 161.9
1.65 1.31
27.04 21.47
L8x4
30.8
1,282
1.99
82.82
3.23
8.20
0.82
2.08
7.79
127.7
1.01
16.55
J8x4
31.7 21.7
1,320 903.3
4.32 2.89
179.8 120.3
2.59 2.48
6.58 6.30
0.96 0.90
2.44 2.29
10.1 7.24
165.5 118.7
2.14 1.44
35.07 23.6
L6x4
14.8
616
1.89
78.66
2.43
6.17
0.87
2.21
5.07
83.10
0.96
15.73
J6x4
H Bearing Piles (Inch Series) Section Index
14x14-1/2
Weight lbs/ft 117 102 89
kg/m 174.1 151.8 132.4
Depth of Section (A)] in mm 14.234 362 14.032 356 13.856 352
Flange Width (B) in mm 14.885 378 14.784 376 14.696 373
Web Thickness (t1) in mm 0.805 20.45 0.704 17.88 0.616 15.65 Page 83
Flange Thickness (t2) in mm 0.805 20.45 0.704 17.88 0.616 15.65
Corner Radius in 0.60 0.60 0.60
mm 15.2 15.2 15.2
Sectional Area in2 34.44 30.01 26.19
mm2 222.2 193.6 169.0
STEEL SECTION
73
108.6
13.636
346
14.586
370
0.506
12.85
0.506
12.85
0.60
15.2
21.46
138.5
12x12
74 53
110.1 78.87
12.122 11.780
308 299
12.217 12.046
310 306
0.607 0.436
15.42 11.07
0.607 0.436
15.42 11.07
0.60 0.60
15.2 15.2
21.76 15.58
140.4 100.5
10x10
57 42
84.83 62.50
10.012 9.720
254 247
10.224 10.078
260 256
0.564 0.418
14.33 10.62
0.564 0.418
14.33 10.62
0.50 0.50
12.7 12.7
16.76 12.35
108.1 79.7
8x8
36
53.57
8.026
204
8.158
207
0.446
11.33
0.446
11.33
0.40
10.2
10.60
68.4
cm 9.12 9.04 8.94 8.86
Modulus of Section Section Zx Zy Index in3 cm3 in3 cm3 172.6 2,828.9 59.5 975.2 150.4 2,465.0 51.3 840.8 131.2 2,150.4 44.4 727.7 14x14-1/2 107.5 1,761.9 35.9 588.4
7.39 7.26
93.5 67.0
in4 1,228.5 1,055.1 909.1 733.1 566.5 394.8
Moment of Inertia Jx Jy cm4 in4 cm4 51,140 443.1 18,440 43,920 379.6 15,800 37,840 326.2 13,580 30,520 261.9 10,900 23,580 16,430
187.7 127.3
7,689 5,299
in 5.97 5.93 5.89 5.85 5.10 5.03
Radius of Gyration ix iy cm in 15.16 3.59 15.06 3.56 14.96 3.53 14.86 3.49 12.95 12.78
2.91 2.86
Page 84
1,532.5 1,098.1
30.2 21.2
495.0 347.5
12x12
STEEL SECTION
294.7 210.8
12,270 8,775
100.6 71.4
4,188 2,972
4.19 4.13
10.64 10.49
2.45 2.40
6.22 6.09
58.9 43.4
965.4 711.3
19.7 14.2
322.9 232.7
10x10
119.8
4,987
40.4
1,682
3.36
8.53
19.95
4.95
29.9
490.0
9.9
162.2
8x8
Structural Tees (Inch Series) Section Index
ST 18a 18x18-1/2
ST 18b 18x12
lbs/ft 150 140 130 122.5 115
kg/m 223.2 208.3 193.5 182.3 171.1
in 18.36 18.25 18.12 18.03 17.94
mm 466 464 460 548 156
Area of Section in2 cm2 44.09 284.5 41.16 265.5 38.28 247.0 36.01 232.3 33.86 218.5
97 91 83 80
144.4 135.4 126.5 119.1
18.24 18.16 18.08 18.00
463 461 459 457
28.56 26.77 24.99 23.54
Weight
Depth of Tee
184.3 172.7 161.2 151.9
Flange
Width
Thickness
Stem Thickness
in 16.655 16.595 16.555 16.512 16.475
mm 423 4722 421 419 418
in 1.680 1.570 1.440 1.350 1.260
mm 42.67 39.88 36.58 34.29 30.00
in 0.945 0.885 0.845 0.820 0.765
mm 24.00 22.48 21.46 20.37 19.43
12.117 12.072 12.027 12.00
308 307 305 305
1.260 1.180 1.100 .020
32.00 29.97 27.94 25.91
0.770 0.725 0.680 0.653
19.56 18.42 17.27 16.59
Page 85
STEEL SECTION
ST 16a 16-1/2x 15-3/4
ST 16b 16-1/2x 11-1/2 ST 15a 15x15
ST 15b 15x10-1/2
75 67.5
111.6 100.5
17.92 17.78
455 452
22.08 19.85
142.5 128.1
11.972 11.945
304 305
0.940 0.794
23.88 20.17
0.625 0.598
15.88 15.19
120 110 100
178.6 163.7 148.8
16.75 16.63 15.50
425 422 419
35.26 32.36 29.40
227.5 208.8 189.7
15.865 15.810 15.750
403 402 400
1.400 1.275 1.150
35.56 32.39 29.21
0.830 0.775 0.715
21.08 19.69 18.16
76 70.5 65 59
113.1 104.9 96.73 87.80
16.75 16.66 16.55 16.43
425 423 420 417
22.35 20.76 19.13 17.36
144.2 133.9 123.4 112.0
11.565 11.535 11.510 11.484
294 293 292 292
1.055 0.960 0.855 1.738
26.680 24.38 21.72 18.74
0.625 0.605 0.580 0.554
16.13 15.37 14.73 14.07
105 95 86
156.3 141.4 128.0
15.19 15.06 14.94
386 383 379
30.89 27.95 25.32
199.3 180.3 163.4
15.105 15.040 14.985
384 382 381
1.315 1.185 1.065
33.4 30.10 27.05
0.775 0.710 0.655
16.69 18.03 16.64
66 62 58 54 49.5
98.02 92.27 86.31 80.36 73.66
15.15 15.08 15.00 14.91 14.82
385 383 381 379 376
19.41 18.22 17.07 15.88 14.56
125.2 117.5 110.1 102.5 93.9
10.551 10.521 10.500 10.484 10.458
268 267 267 266 266
1.000 0.930 0.850 0.760 0.670
25.40 23.62 21.59 19.30 17.02
0.615 0.585 0.564 0.548 0.522
18.62 14.86 14.33 13.92 13.26
Page 86
STEEL SECTION
ST 15a 13-1/2x14
ST 13b 13-1/2x10
88.5 80 72.5
131.7 119.1 107.9
13.655 13.54 13.44
347 344 341
26.05 23.52 21.34
168.1 151.7 137.7
14.090 14.023 13.965
358 356 355
1.190 1.075 0.975
30.23 27.31 24.77
0.725 0.658 0.600
18.42 16.71 15.24
57 51 47 42
84.83 75.90 69.94 92.50
13.64 13.535 13.455 13.35
346 344 342 339
16.77 15.01 13.83 12.36
108.2 96.8 89.2 79.7
10.070 10.018 9.990 9.963
256 254 254 253
0.932 0.827 0.747 0.636
23.67 21.01 18.97 16.15
0.570 0.518 0.490 0.463
14.48 13.16 12.45 11.76
in 14.091 14.043 14.000
mm 358 357 356
in 1.135 1.020 0.900
mm 28.83 25.91 22.86
in 0.656 0.608 0.565
mm 16.66 15.44 14.35
12.088 12.042 12.000
307 306 305
0.930 0.855 3.775
23.62 21.72 19.69
0.556 0.510 0.468
14.12 12.95 11.89
ST 12a 12x14
lbs/ft 80 72.5 65
kg/m 119.1 107.9 96.73
in 12.36 12.245 12.13
mm 314 311 308
Area of Section in2 cm2 23.52 151.8 21.31 137.5 19.11 123.3
ST 12b 12x12
60 55 50
89.29 81.85 74.41
12.155 12.08 12.00
309 307 305
17.64 16.18 14.71
Section Index
Weight
Depth of Tee
113.8 104.4 94.9
Flange
Width
Page 87
Thickness
Stem Thickness
STEEL SECTION
ST 12c 12x9
47 42 38 34
69.84 62.50 56.55 50.60
12.145 12.045 11.955 11.86
308 306 304 301
13.81 12.35 11.18 10.00
89.1 79.7 72.1 60.5
9.061 9.015 8.986 8.961
230 229 228 228
0.872 0.772 0.682 0.582
22.15 19.61 17.32 14.78
0.516 0.470 0.440 0.416
13.11 11.94 11.18 10.57
ST 10a 10-1/2x13
71 63.5 56
105.7 94.50 83.34
10.73 10.62 10.50
273 270 267
20.89 18.67 16.48
134.8 120.5 106.3
13.132 13.061 13.000
334 332 330
1.095 0.985 0.865
27.81 25.02 21.97
0.659 0.588 0.527
16.74 14.94 13.39
48 41
71.43 61.01
10.57 10.43
268 265
14.11 12.05
91.0 77.7
9.038 8.962
230 228
0.935 0.795
23.75 20.19
0.575 0.499
14.61 12.67
ST 10c 10-1/2x 8-1/4
36.5 34 31 27.5
54.32 50.60 46.13 40.92
10.62 10.57 10.495 10.40
270 268 267 264
10.73 10.01 9.12 8.09
69.2 64.6 58.9 52.2
8.295 8.270 8.240 8.215
211 210 209 209
0.740 0.685 0.615 0.522
18.80 17.40 15.62 13.26
0.455 0.430 0.400 0.375
11.6 10.92 10.16 9.52
ST 9a 9x11-3/4
57 52.5 48
84.83 78.13 71.43
9.24 9.16 9.08
235 233 231
16.77 15.43 14.11
108.2 99.6 91.0
11.833 11.792 11.750
301 300 298
0.991 0.911 0.831
25.17 23.14 21.11
0.595 0.554 0.512
15.11 14.07 13.00
42.5
63.25
9.16
233
12.49
80.6
8.838
224
0.911
23.14
0.526
13.36
ST 10b 10-1/2x9
Page 88
STEEL SECTION
ST 9b 9x8-3/4
ST 9c 9x7-1/2
ST 8a 8x11-1/2
38.5 35 32
57.29 52.09 47.62
9.08 9.00 8.935
231 229 227
11.32 10.25 9.40
73.0 66.3 60.6
8.787 8.750 8.715
223 222 221
0.831 0.751 0.686
21.11 19.08 17.42
0.475 0.438 0.403
12.07 11.13 10.24
30 27.5 25 22.5
44.64 40.92 37.20 33.48
9.125 9.06 9.00 8.93
232 230 229 227
8.82 8.09 7.35 6.621
56.9 52.2 47.4 42.7
7.558 7.530 7.500 7.477
192 191 191 190
0.695 0.630 0.570 0.499
17.65 16.00 14.48 12.67
0.416 0.390 0.358 0.335
10.57 9.91 9.09 8.51
48 44
71.43 65.48
8.16 8.08
233 231
14.11 12.95
91.0 83.5
11.533 11.502
293 292
0.875 0.795
22.23 20.19
0.535 0.504
13.59 12.80
mm 233 231 203
Area of Section in2 cm2 11.46 73.9 10.43 67.3 9.40 60.6
Structural Tees (Inch Series) - Continued Section Index
ST 8b
Weight lbs/ft 39 35.5 32
kg/m 58.04 52.83 47.62
in 8.16 8.08 8.00
Depth of Tee
Width in 8.586 8.543 8.500
Flange
mm 218 217 216
Page 89
Thickness
in 0.875 0.795 0.715
mm 22.23 20.19 18.16
Stem Thickness in 0.529 0.486 0.443
mm 13.44 12.34 11.25
STEEL SECTION
8x8-1/2
29
43.16
7.93
201
8.52
55.0
8.464
215
0.645
16.38
0.407
10.34
ST 8c 8x7
25 22.5 20 18
37.20 33.48 29.76 26.79
8.125 8.06 8.00 7.93
206 205 203 201
7.35 6.62 5.88 5.30
47.4 42.7 37.9 34.2
7.073 7.039 7.000 6.992
180 179 178 178
0.628 0.563 0.503 0.428
15.95 14.30 12.78 10.87
0.380 0.346 0.307 0.299
9.65 8.79 7.80 7.59
15.5 13
23.07 19.35
7.92 7.83
201 199
4.56 3.83
29.4 24.7
5.525 5.500
140 140
0.442 0.345
11.23 8.76
0.275 0.250
6.99 6.35
105.55 101 96.5 92 88 83.5 79 75 71
157.0 150.3 143.6 136.9 131.0 124.3 117.6 111.6 105.7
7.875 7.815 7.75 7.69 7.625 7.56 7.50 7.44 7.375
200 199 197 195 194 192 191 189 187
31.04 29.70 28.36 27.04 25.87 24.55 23.24 22.04 20.92
200.3 191.6 183.0 174.5 166.9 158.4 149.9 142.2 135.0
15.800 15.750 15.710 15.660 15.640 15.600 15.550 15.515 15.500
401 400 399 398 397 396 395 394 394
1.563 1.503 1.438 1.378 1.313 1.248 1.188 1.128 1.063
39.70 38.18 6.53 35.00 33.35 31.70 30.18 28.65 27.00
0.980 0.930 0.890 0.840 0.820 0.780 0.730 0.695 0.680
24.89 23.62 22.61 21.34 20.83 19.81 18.54 17.65 17.27
68 63.5
101.2 94.5
7.375 7.31
187 186
19.99 18.67
129.0 125.0
14.740 14.690
374 373
1.063 0.998
27.00 25.35
0.660 0.610
16.76 15.49
ST 8b 8x5-1/2B
ST 7a 7x16
Page 90
STEEL SECTION
ST 7b 7x14-1/2
ST 7c 7x12 S 7d 7x10
59.5 55.5 51.5 47.5 43.5
88.55 82.59 76.64 70.69 64.74
7.25 7.185 7.125 7.06 7.00
184 182 181 179 178
17.49 16.33 15.13 13.97 12.78
112.8 105.4 97.6 90.1 82.5
14.650 14.620 14.575 14.545 14.500
372 371 370 369 368
0.938 0.873 0.813 0.748 0.688
23.83 22.17 20.65 19.00 17.48
0.570 0.540 0.495 0.465 0.420
14.48 13.72 12.57 11.81 10.67
42 39
62.50 58.04
7.09 7.03
180 179
12.36 11.47
79.7 74.0
12.023 12.000
305 305
0.778 0.718
19.76 18.24
0.451 0.428
11.46 10.87
37 34 30.5
55.06 50.60 45.39
7.095 7.03 6.955
180 179 177
10.88 10.00 8.97
70.2 64.5 57.9
10.072 10.040 10.000
256 255 254
0.783 0.718 0.643
19.89 18.24 16.33
0.450 0.418 0.378
11.43 10.62 9.60
Note :
Section Index
ST 7e 7x8
Sizes indicated by blue letters are not included in regular rolling schedules.
Weight lbs/ft 26.5 24 21.5
kg/m 39.44 35.72 32.00
Depth of Tee
in 6.97 6.905 6.84
mm 177 175 174
Area of Section in2 cm2 7.79 50.3 7.06 45.5 6.32 40.8
Width in 8.061 8.031 8.000
Flange
mm 205 204 203
Page 91
Thickness
in 0.658 0.593 0.528
mm 16.71 15.06 13.41
Stem Thickness in 0.370 0.339 0.308
mm 9.40 8.61 7.82
STEEL SECTION
ST 7f 7x6-3/4
ST 7g 7x5B ST 7h 7x4B
ST 6a 6x12
19 17 15
28.28 25.30 22.32
7.06 7.00 6.93
179 178 176
5.59 5.00 4.41
36.1 32.3 28.5
6.776 6.750 6.733
172 171 171
0.513 0.453 0.383
13.03 11.51 9.73
0.313 0.287 0.270
7.95 7.29+ 6.86
13 11
19.35 16.37
6.95 6.86
177 174
3.83 3.24
24.7 20.9
5.025 5.000
128 127
0.418 0.335
10.62 8.51
0.255 0.230
6.48 5.84
8.6
12.80
7.00
178
2.53
16.3
4.000
102
0.272
6.91
0.210
5.33
95 80.5 66.5 60 53 49.5 46 42.5 39.5 36 32.5
141.4 119.8 98.96 89.29 78.87 73.66 68.46 63.25 58.78 53.57 48.37
7.19 6.94 6.69 6.56 6.44 6.375 6.31 6.25 6.19 6.125 6.06
183 176 170 167 164 162 160 159 157 156 154
27.93 23.69 19.56 17.65 15.59 14.54 13.53 12.49 11.61 10.58 9.55
180.2 152.8 126.2 113.9 100.6 93.8 87.3 80.6 74.9 68.3 61.6
12.670 12.515 12.365 12.320 12.230 12.190 12.155 12.105 12.080 12.040 12.000
322 318 314 313 311 310 309 307 307 306 305
1.736 1.486 1.236 1.106 0.986 0.921 0.856 0.796 0.736 0.671 0.606
44.09 37.74 31.39 28.09 25.04 23.39 21.74 20.22 18.69 17.04 15.39
1.060 0.905 0.755 0.710 0.620 0.580 0.545 0.495 0.470 0.430 0.390
26.92 22.99 19.18 18.03 15.75 14.73 13.84 12.57 11.94 10.92 9.91
Page 92
STEEL SECTION
29 26.5
43.16 39.44
6.095 6.03
155 153
8.53 7.80
55.0 50.3
10.014 10.000
254 254
0.641 0.576
16.28 14.63
0.359 0.345
9.12 8.76
ST 6c 6x8
25 22.5 20
37.20 33.48 29.76
6.095 6.03 5.97
155 153 152
7.36 6.62 5.89
47.5 42.7 38.0
8.077 8.042 8.000
205 204 203
0.641 0.576 0.516
16.28 14.63 13.11
0.371 0.336 0.294
9.42 8.53 7.47
ST 6d 6x6-1/2
18 15.5 13.5
26.79 23.07 20.09
6.12 6.045 5.98
155 154 152
5.29 4.56 3.99
34.1 29.4 25.7
6.565 6.525 6.500
167 166 165
0.540 0.465 0.400
13.72 11.81 10.16
0.305 0.265 0.240
7.75 6.73 6.10
ST 6e 6x4B
11 9.5 8.25
16.37 14.14 12.28
6.16 6.08 6.00
156 154 152
3.24 2.81 2.43
20.9 18.1 15.7
4.030 4.010 4.000
102 102 102
0.424 0.349 0.269
10.77 8.86 6.83
0.260 0.240 0.230
6.60 6.10 5.84
7.00
10.42
5.96
15
2.07
13.4
3.970
101
0.224
5.69
0.200
5.84
ST 6b 6x10
ST 6f 6x4J
Structural Tees (Inch Series) - Continued Section
Weight
Depth of
Area of
Width Page 93
Flange
Thickness
Stem Thickness
STEEL SECTION
Index
Tee
mm 145 141 138 135 133 132 130 129 127
Section in2 cm2 16.46 106.2 14.72 95.0 13.09 84.5 11.33 73.1 10.59 68.3 9.70 62.6 8.83 57.0 7.94 51.2 7.20 46.5
in 10.415 10.345 10.275 10.195 10.170 10.117 10.75 10.028 10.000
mm 265 263 261 259 258 257 256 255 245
in 1.248 1.118 0.998 0.868 0.808 0.748 0.683 0.618 0.558
mm 31.70 28.40 25.35 22.05 20.52 19.00 17.35 15.70 14.17
in 0.755 0.685 0.615 0.535 0.510 0.457 0.415 0.368 0.340
mm 19.18 17.40 15.62 13.59 12.95 11.61 10.54 9.35 8.64
lbs/ft 56 50 44.5 38.5 36 33 30 27 24.5
kg/m 83.34 74.41 66.22 57.29 53.57 49.11 44.64 40.18 36.46
in 5.69 5.56 5.44 5.31 5.25 5.19 5.125 5.06 5.00
ST 5b 5x8
22.5 19.5 16.5
33.48 29.02 24.55
5.06 4.97 4.875
129 126 124
6.62 5.74 4.85
42.7 37.0 31.3
8.022 7.990 7.964
204 203 202
0.618 0.528 0.433
15.70 13.41 11.00
0.350 0.318 0.292
8.89 8.08 7.42
ST 5c 5x5-3/4
14.5 12.5 10.5
21.58 18.60 15.63
5.11 5.04 4.95
130 128 126
4.27 3.67 3.10
27.5 23.7 20.0
5.799 5.762 5.750
147 146 146
0.500 0.430 0.340
12.70 10.92 8.64
0.289 0252 0.240
7.34 6.40 6.10
ST 5d
9.50 8.50
14.14 12.65
5.13 5.06
130 129
2.80 2.49
18.1 16.1
4.020 4.010
102 102
0.394 0.329
1.01 8.36
0.250 0.240
6.35 6.10
ST 5a 5x10
Page 94
STEEL SECTION
5x4B
7.50
11.16
5.00
127
2.20
14.2
4.000
102
0.269
6.83
0.230
5.84
ST 5e 5x4J
5.75
8.557
4.94
125
1.69
10.9
3.950
100
0.204
5.18
0.180
4.57
33.5 29 24 20 17.5 15.5
49.85 43.16 35.72 29.76 26.04 23.07
4.50 4.375 4.25 4.125 4.06 4.00
114 111 108 105 103 102
9.85 8.53 7.06 5.88 5.15 4.56
63.5 55.0 45.5 37.9 33.2 29.4
8.287 8.222 8.117 8.077 8.027 8.000
210 209 206 205 204 203
0.933 0.808 0.683 0.558 0.493 0.433
23.70 20.52 17.35 14.17 12.52 11.00
0.575 0.510 0.405 0.365 0.315 0.288
14.61 12.95 10.29 9.27 8.00 7.32
14 12
20.83 17.86
4.03 3.965
102 101
4.11 3.53
26.5 22.8
6.540 6.500
166 165
0.463 0.398
11.76 10.11
0.285 0.245
7.24 6.22
10 8.5
14.88 12.65
4.07 4.00
103 102
2.94 2.50
19.0 16.1
5.268 5.250
134 133
0.378 0.308
9.60 7.82
0.248 0.230
6.30 5.84
7.50 6.50
11.16 9.673
4.06 4.00
103 102
2.22 1.91
14.3 12.3
4.015 4.000
102 102
0.315 0.254
7.98 6.45
0.245 0.230
6.22 5.84
5.00
7.441
3.95
100
1.48
9.5
3.940
100
0.204
5.18
0.170
4.32
ST 4a 4x8
ST 4b 4x6-1/2 ST 4c 4x5-1/4 ST 4d 4x4B ST 4e 4x4B
Page 95
STEEL SECTION
ST 3a 3x4B
8.00 6.00
11.91 8.929
3.13 3.00
80 76
2.36 1.77
15.2 11.4
4.030 4.000
102 102
0.404 0.279
10.26 7.09
0.260 0.230
6.60 5.84
ST 3b 3x4J
4.25
6.325
2.92
74
1.25
8.1
3.940
100
0.194
4.93
0.170
4.32
Structural Tees (Metric Series) Section Index mm 900x300
800x300
700x300
Depth of Flange Weight Section Width (A)] (B) kg/m mm mm 143 456 302 122 450 300 106 445 299
Thickness Corner Sectional Moment of Web Flange Radius Area Inertia (t1) (t2) (r) ix iy mm mm mm cm2 mm cm 18 34 28 182.0 34,200 7,820 16 28 28 154.9 29,200 6,310 15 23 28 135.4 26,000 5,140
Radius of Gyration Jx Jy cm4 cm4 13.7 6.56 13.7 6.39 13.9 6.16
Moment of Centre of Section Gravity Zx Zy Cx cm3 cm3 cm 997 518 11.3 866 421 11.3 790 344 11.6
121 105 95.6
404 400 396
302 300 300
16 14 14
30 26 22
22 28 28
153.8 133.7 121.7
21,900 18,800 17,700
6,900 5,860 4,960
11.9 11.9 12.1
6.70 6.62 6.38
705 610 593
457 391 331
9.41 9.18 9.66
107 92.4
354 350
302 300
15 13
28 24
28 28
136.8 117.7
14,200 12,000
6,440 5,410
10.2 10.1
6.86 6.78
513 438
426 361
7.78 7.55
Page 96
STEEL SECTION
9.0
346
300
13
20
28
105.7
11,300
4,510
10.3
6.53
425
301
7.99
87.3 75.6 68.5
297 294 291
302 300 300
14 12 12
23 20 17
28 28 28
111.2 96.24 87.24
7,920 6,710 6,360
5,290 4,510 3,830
8.44 8.35 8.54
6.90 6.85 6.63
339 288 280
350 301 256
6.33 6.08 6.39
67.0 59.8 52.8 47.3
306 303 300 298
202 201 200 199
13 12 11 10
23 20 17 15
22 22 22 22
85.33 76.24 67.21 60.23
7,340 6,570 5,810 5,190
1,590 1,360 1,140 989
9.27 9.28 9.30 9.29
4.31 4.22 4.12 4.05
322 292 262 236
157 135 114 99.4
7.79 7.79 7.84 7.79
64.2 57.1
244 241
300 300
11 11
18 15
26 26
81.76 72.76
3,620 3,420
4,060 3,380
6.66 6.85
7.07 6.82
184 178
270 225
4.66 4.92
51.5 44.8 39.7
253 250 248
201 200 199
11 10 9
19 16 14
20 20 20
65.65 57.12 50.64
3,670 3,210 2,840
1,290 1,070 922
7.48 7.50 7.49
4.43 4.33 4.27
190 169 150
128 107 92.6
5.95 5.96 5.90
450x300
61.8 53.0
220 217
300 299
11 10
18 15
24 24
78.69 67.52
2,680 2,350
4,060 3,350
5.84 5.89
7.68 7.04
149 133
270 224
4.05 4.04
450x200
38.0
225
200
9
14
18
48.38
2,160
936
6.68
4.40
124
93.6
5.15
600x300
600x300
500x300
500x200
Page 97
STEEL SECTION
400x400
33.1
223
199
8
12
18
42.15
1,880
790
6.67
4.33
109
79.4
5.10
302 207 142 116
249 229 214 207
432 417 407 405
45 30 20 18
70 50 35 28
22 22 22 22
385.0 264.3 180.3 147.7
3,200 7,470 4,380 3,620
47,100 30,200 19,700 15,500
5.87 5.32 4.93 4.95
11.1 10.7 10.4 10.2
706 414 250 213
2,180 1,450 967 766
6.13 4.85 3.90 3.68
Structural Tees
(Metric Series) - Continued Depth of Flange Section Weight Section Width Index (A)] (B) mm kg/m mm mm 100 203 403 98.4 200 408 85.8 200 400 400x400 84.1 197 405 73.3 197 398 70.0 194 402 53.4
195
300
Thickness Corner Sectional Moment of Web Flange Radius Area Inertia (t1) (t2) (r) ix iy mm mm mm cm2 mm cm 16 24 22 127.4 3,090 13,100 21 21 22 125.3 3,650 11,900 13 21 22 109.3 2,480 11,200 18 18 22 107.2 3,050 9,980 11 18 22 93.41 2,050 9,460 15 15 22 89.23 2,480 8,130 10
16
22
67.98
1,730
Page 98
3,600
Radius of Gyration Jx Jy cm4 cm4 4.92 10.0 5.40 9.75 4.76 10.1 5.34 9.65 4.68 10.1 5.27 9.54
Moment of Centre of Section Gravity Zx Zy Cx cm3 cm3 cm 184 650 3.51 229 584 4.07 147 560 3.21 193 493 3.89 123 475 3.01 158 404 3.70
5.05
108
7.28
240
3.41
STEEL SECTION
400x300
47.1
193
299
9
14
22
60.05
1,530
3,120
5.04
7.21
95.5
209
3.33
400x200
33.0 28.3
200 198
200 199
8 7
13 11
16 16
42.06 36.08
1,400 1,190
868 723
5.76 5.76
4.54 4.48
88.6 76.4
86.8 72.7
4.23 4.17
79.3 77.9 68.2 65.4 57.3 53.1
178 175 175 172 172 169
352 357 350 354 348 351
14 19 12 16 10 13
22 19 19 16 16 13
20 20 20 20 20 20
1,820 2,200 1,520 1,800 1,230 1,420
8,000 7,220 6,790 5,920 5,620 4,690
4.25 4.71 4.18 4.65 4.11 4.59
8.90 8.53 8.84 8.43 8.78 8.33
124 158 104 131 84.7 104
455 404 388 335 323 267
3.05 3.59 2.86 3.40 2.67 3.21
350x250
39.8 34.6
170 168
250 249
9 8
14 12
20 20
101.0 99.19 86.94 83. 32 73.00 67.63 50.76 44.08
1,020 881
1,830 1,540
4.48 4.47
6.00 5.92
73.1 64.0
146 124
3.09 3.02
350x175
24.8 20.7
175 173
175 174
7 6
11 9
14 14
31.57 26.34
815 679
492 396
5.08 5.08
3.95 3.88
59.3 50.0
56.2 45.5
3.75 3.71
52.9 52.9 47.0 43.5
152 150 150 149
301 305 300 299
11 15 10 9
17 15 15 14
18 18 18 18
67.41 67.39 59.89 55.40
903 4,110 798 715
3,870 3,550 3,380 3,120
3.66 4.05 3.65 3.59
7.57 7.26 7.51 7.51
71.4 92.5 63.7 57.0
257 233 225 209
2.55 3.03 2.47 2.36
350x350
300x300
Page 99
STEEL SECTION
42.3
147
302
12
12
18
53.83
858
2,760
3.99
7.16
72.3
183
2.84
300x200
32.7 28.4
149 147
201 200
9 8
14 12
18 18
41.68 36.19
662 572
949 802
3.99 3.97
4.77 4.71
55.2 48.2
94.4 80.2
2.91 2.83
300x150
18.4 16.0
150 149
150 149
6.5 5.5
9 8
13 13
23.39 20.40
464 393
254 221
4.45 4.39
3.29 3.29
40.0 33.8
33.8 29.7
3.41 3.26
Section Index mm
250x250
Depth of Flange Weight Section Width (A)] (B) kg/m mm mm 41.1 125 255 36.2 125 250 33.2 124 249 32.2 122 252
Thickness Corner Sectional Web Flange Radius Area (t1) (t2) (r) mm mm mm cm2 14 14 16 52.34 9 14 16 46.309 8 13 16 42.35 11 11 16 41.03
Moment of Inertia ix iy mm cm 589 1,940 412 1,820 364 1,670 445 1,470
Radius of Gyration Jx Jy cm4 cm4 3.36 6.09 2.99 6.29 2.93 6.29 3.29 5.98
Moment of Centre of Section Gravity Zx Zy Cx cm3 cm3 cm 59.4 152 2.58 39.5 146 2.08 34.9 134 1.98 45.3 117 2.39
250x175
22.1
122
175
7
11
16
28.12
289
492
3.20
4.18
29.1
56.3
2.27
250x125
14.8 12.8
125 124
125 124
6 5
9 8
12 12
18.83 16.34
248 208
147 127
3.63 3.57
2.79 2.79
25.6 21.3
23.5 20.5
2.78 2.63
Page 100
STEEL SECTION
200x200
32.8 28.1 24.9
104 100 100
202 204 200
10 12 8
16 12 12
13 13 13
41.85 35.77 31.77
251 256 184
1,100 851 801
2.45 2.67 2.41
5.13 4.88 5.02
29.5 32.4 22.3
109 83.4 80.1
1.91 2.09 1.73
200x150
15.3
97
150
6
9
13
19.51
125
254
2.53
3.61
15.8
33.8
1.79
200x100
10.7 9.10
100 99
100 99
5.5 4.5
8 7
11 11
13.58 11.59
114 94
67 57
2.90 2.84
2.22 2.21
14.8 12.1
13.4 11.5
2.29 2.14
175x175
20.1
87.5
175
7.5
11
12
25.61
115
492
2.12
4.38
15.9
56.2
1.55
175x125
11.6
84.5
125
5.5
8
12
14.83
74
131
2.24
2.97
10.9
20.9
1.63
175x90
9.05
87.5
90
5
8
9
11.52
71
49
2.48
2.06
10.4
10.8
1.93
150x150
15.8
75
150
7
10
11
20.07
66
282
1.82
3.75
10.8
37.6
1.37
150x100
10.5
74
100
6
9
11
13.42
52
75
1.96
2.37
8.84
15.1
1.55
150x75
7.01
75
75
5
7
8
8.925
43
25
2.18
1.66
7.46
6.59
1.79
Page 101
STEEL SECTION
125x125
11.9
62.5
125
6.5
9
10
15.16
35
147
1.52
3.11
6.91
23.5
1.19
125x60
6.61
62.5
60
6
8
9
8.418
28
15
1.81
1.32
5.96
4.86
1.64
100x100
8.60
50
100
6
8
10
10.95
16
67
1.21
2.47
4.03
13.4
1.00
100x50
4.65
50
50
5
7
8
5.925
12
7
1.41
1.12
3.18
2.96
1.228
STANDARD SECTION RAILS HEAVY RAILS Rail Section
P.S A.S A.S ARA-A B.S B.S B.S B.S
50 kg 37 kg 50 kg 1001 b 901 b 751 b 701 b 601 b
kg/m
Weight kg/ft
50.4 37.2 30.1 49.91 44.62 37.14 34.76 29.77
15.361 101.59 11.325 74.900 9.169 60.640 15.212 100.615 13.600 89.94 11.320 74.87 10.595 70.07 9.074 60.01
lb/yd
Rail Height A mm in 144.46 5.687 122.24 4.813 107.95 4.250 152.40 6.000 142.88 5 5/8 128.59 5 1/16 128.83 4 7/8 114.30 4 1/2
Base Width B mm in 127.0 5.000 122.24 4.813 60.33 2.375 139.70 5 1/2 136.53 5 3/8 122.24 4 13/16 117.48 4 5/8 109.54 4 5/16 Page 102
Head Width C mm in 67.87 2.672 62.71 2.469 30.95 1.219 69.85 2 3/4 66.68 2 5/8 61.91 2 7/16 60.33 2 3/8 57.15 2 1/4
Head Height D mm in 46.04 1.813 36.12 1.422 30.99 1.219 39.69 1 8/16 43.66 1 22/35 39.69 1 9/16 38.10 1 11/2 35.72 1 12/32
STEEL SECTION
B.S J.H.R. JIS JIS E.R. D.K.A
501 b 50 kg T 50 kg N 40 kg N 52 kg 41.5 kg
24.81 53.3 50.4 40.9 51.68 41.52
7.559 16.246 15.361 12.466 15.773 12.655
kg/m
Weight kg/ft
lb/yd
22.3 15.17 1217 10.08 8.94 5.98
6.794 4.624 3.709 3.072 2.725 1.823
44.934 30.581 24.534 20.320 18.022 12.055
LIGHT RAILS Rail Section
A.S. A.S. A.S. A.S. A.S. A.S.
22 kg 15 kg 2 kg 10 kg 9 kg 6 kg
49.99 106.84 101.59 82.45 104.32 83.70
The rail are cut length in the following range. Heavy Rail 10 m to 25 m Light Rail 5.5 m to 10 m
104.78 160.00 153.00 140.00 155.00 138.00
4 1/8 6.300 6.025 5.513 6.102 5.433
100.01 3 12/16 136.00 5.355 127.00 5.000 122.00 4.804 141.00 5.551 110.00 4.331
52.39 65.00 65.00 64.00 69.00 71.00
Rail Height A mm in 93.66 3.687 79.37 3.129 69.85 2.750 66.67 2.625 63.5 2.500 50.80 2.000
Base Width B mm in 93.66 3.687 79.37 3.129 69.85 2.750 66.67 2.625 63.50 2.500 50.80 2.000
Head Width C mm in 50.80 2.000 42.86 1.687 38.10 1.500 34.13 1.344 32.10 1.264 25.40 1.000
P.S. A.S. ARA.
2 1/16 2.558 2.559 2.520 2.717 2.795
32.94 46.00 40.00 41.00 49.00 40.50
1 16/64 1.811 1.929 1.614 1.929 1.594
Head Height D mm in 26.99 1.051 22.22 .875 19.85 .781 18.26 .719 17.48 .688 14.29 .563
Pennsylvania Railroad B.S. Britain Standards American Society of Civil Engineers J.H.R. Japan Nation Railway American Railroad Association E.R. Egyptian Railway Page 103
STEEL SECTION
D.K.A. Djavatan Kereta API Wep Thickess
Wep Height
t
F
mm 14.29
in 2.781
Sectional Area
Moment Redius of Modulus of Inertia Gyration of Section
in2 9.966
c in 2.709
e
7.331 5.936
2.299 2.051
2.512 2.201
Rail Section
3.059
l in4 41.801
i in 2.071
s in3 13.730
P.S.
50 kg
22.870 14.558
1.765 1.567
9.092 6.590
A.S. A.S.
37 kg 30 kg
.563
mm 70.64
13.49 12.30
.531 .484
64.69 57.55
2.517 2.266
cm2 64.3 47.3 47.3 38.3
14.29
9/16
85.72
3.3/8
63.58
9.855
2.752
3.248
13.89 13.10 12.70 11.11 9.92
35/64 33/64 1/2 7/16 25/64
78.58 70.25 64.47 61.91 56.76
3 7/32 219/64 221/32 27/16 218/64
56.95 47.41 44.37 38.00 31.68
8.828 7.349 6.878 5.890 4.910
2.769 2.454 2.325 2.190 2.051
2.946 2.609 2.540 2.310 2.110
16.00
.630
87.50
3.445
67.9
10.525
29.9
3.390
2.291
15.0
.591
74.00
2.913
64.2
9.951
2.827
3.197
2.177
2.210 38.45 25.36 22.17 16.26 11.44
Page 104
2.087 1.853 1.794 1.661 1.526
ARA-A 1001 b 13.05 9.72 8.73 7.04 5.43
B.S. B.S. B.S. B.S. B.S.
901 b 751 b 701 b 601 b 501 b
J.M.R. 50 kg T JIS
50 kg N
STEEL SECTION
14.00
.551
73.50
2.894
54.0
8.060
2.634
2.878
15.00
.591
78.00
3.071
65.92
10.218
2.874
3.228
50.00
2.217
15.56
13.50
.531
74.00
2.913
53.1
8.231
2.736
2.697
32.5
1.957
11.90 D.K.A. 41.5 kg
Wep Thickess
Wep Height
t
F
mm 10.72 8.33 7.54 6.35 5.90 4.75
.422 .328 .297 .250 .232 .188
mm 50.50 43.65 37.70 37.30 35.72 27.78
in 19.69 1.719 1.484 1.469 1.406 1.094
Sectional Area
cm2 28.4 19.3 15.8 12.6 11.4 7.6
in2 4.402 2.991 2.449 1.953 1.767 1.178
c in 1.781 1.532 1.340 1.266 1.215 .958
2.012
Moment Redius of Modulus of Inertia Gyration of Section
e 1.909 1.593 1.410 1.361 1.285 1.042
l in4 8.144 3.750 2.374 1.613 1.499 .744
STANDARD RAILS PECIFICATION QUALITY JIS E 11D1-1963 and Japanese National Railways Specitcation
Page 105
i in 1.358 1.114 .989 .904 .917 .795
s in3 4.247 2.355 1.683 1.185 1.167 .715
JIS
40 kg N
E.R.
52 kg
Rail Section
A.S. A.S. A.S. A.S. A.S. A.S.
22 kg 15 kg 12 kg 10 kg 9 kg 6 kg
STEEL SECTION
Spec.
Rail type
30kg
JIS
37kg 40kg N
50kg
C
Chemical Compostion (%) S Mn P
0.55 -0.70
0.60 -0.75
0.07 -0.35
0.60 -0.95
0.045 max
0.40 max.
0.60 -1.10
0.045 max.
50kg N JNR.S
50 T
0.60 -0.75
Note : JNR-S = Standard Japan National Rail
Tensil Propety Falling Weight Test S Tensile Elongation Falling Space Condition Strength distance between Supports 70kg/ 4.0m 0.914m head mm2 9% upward min. min 5.0m 0.914m head 0.050 upward max 75kg. 5.1m 0.914m head mm2 8% downward min min 5.3m 0.914m head downward 7.0m 0.914m head downward 0.045 80kg. 10% 8.5m 0.914m head max. mm2 min downward min
Najor Standard of Several Selectied Countries Standard
Rail type
C
Chemical Compostion (%) S Mn P
S
Tensil Propety Falling Weight Test Tensile Elongation Height Disstant Condition Weight Page 106
STEEL SECTION
ASTM A1-64
and Precess 61-80 lbs/yd
Strength 0.55 -0.68
81-90 lbs/yd
0.64 -0.77
91-120 lbs/yd
0.67 -0.80
121 lbs/yd and over
0.69 -0.82
0.60 -0.90
0.60 -0.90 0.10 -0.23
0.70 -1.00
0.04 max.
-
-
-
0.70 -1.00
72
of Drop between Supports Under 17 ft 106lus/yd (5.18m) 3ft (0.914m) 18 ft (5.49m) 106lbs/yd 91-100 and over; lbs/yd up toand 19 ft incl head (5.49m) 140lbs/yd upward 2,000lb 101-120 4ft (907kg) lbs/yd (1.219m) 20ft (6.10m) over 22 ft 140lbs/yd (6.71m) 4ft8in (1.422m) example
Page 107
STEEL SECTION
B.S.11 -1959-
Open hearth
0.50 -0.60
Basic open 0.40 U.I.C. hearth -0.55 860-0 -1963Basic 0.40 oxygen -0.60
860-0 Basic open -1961hearth 0.40 -0.55
0.08 -0.20
0.35 max.
0.07 -0.35
0.95 -1.25
0.80 -1.20
0.80 -1.20
0.060 max.
0.05 max.
0.05 max.
0.060 kg/mm2 max. (46t/in2) min.
0.05 max.
0.05 max.
70-85 kg/mm2
70 kg/mm2
11% min.
90A 3 1/2ft head 206 WT 23 1/2ft (1.0/m) upward (1.016kg) (7.16m)
one fall H=0.15P two falls head 14% H=0.105P 1,000m upward 1,000kg min. Note: H:Height P:Rail Weight Tender 12% by client min. Adminis -tration
1m
SPECIAL RAILS SECTIONS
Dimensions
Sectional Weight Moment Radius of Section Page 108
head upward 1,000kg
STEEL SECTION
Classification
P.R. P.R. P.R. C.R. C.R. HT E.R. E.R. Note:
70S 50S 75kg 74kg 101kg 45kg 24kg 13kg
A mm 148.0 135.0 117.0 95.0 105.0 177.8 90.5 63.5
B mm 140.0 127.0 140.0 200.0 220.0 148.4 127.0 89.0
C mm 65.3 64.0 68.0 100.0 120.0 69.9 19.0 19.0
t mm 35.0 25.0 68.0 60.0 72.0 14.3 9.5 9.5
Area A cm2 88.5 65.83 95.0 94.4 128.8 57.5 30.2 16.7
A cm2 69.5 51.7 74.5 74.1 101.1 45.1 23.7 13.1
of Inertia Gyration A A cm2 cm2 2,130 4.91 1,430 4.661 1,130 3.460 863.1 3.027 1,408 3.31 2,627 6.759 225.8 2.712 61.18 1.901
Modulus Z cm2 254 187 167.7 165.6 246 286.3 35.97 14.94
1. Third rail is same as ordinary rail in sections. 2. Demands for particular lengths are complied with.
CHARACTERISTICS, QUALITY, AND USES Classification Point Rail
Mark Characteristics P.R. Most suitable for turning at railway turnout points.
Specification Various domestic and foreign standards.
Use For turnout points
Third Rail
T.R. Excellent conductivity
Yawata's specification
For electric conduction
Page 109
STEEL SECTION
in subways etc. For cranes
Crane Rail
C.R. This rail's stable shape can bear heavy loads.
Various domestic and foreign standards.
HT Rail
HT
JIS E 1105
For street cars
Various domestic and foreign standards.
For elevators
Elevator Rail
This rail's height makes it suitable for use on road surfaces paved with cobble stones, etc. E.R. The top's greater width is designed to make it more suitable for elevator guide.
FISH PLATES SECTION
For For For For For
Classification
Type
JNR 50T rail JIS 40 kg N rail JIS 40 kg N rail JIS 50 kg P.S. rail JIS 37 kg A.S. rail
Angle Angle Angle Angle Angle
Thick- Lenght ness
mm 20.0 20.0 20.0 21.0 18.26
mm 820.0 560.0 560.0 560.0 560.0
A mm 70.0 70.0 70.0 89.5 89.5
Dimensions B C mm mm 130.0 160.0 130.0 160.0 130.0 160.0 127.0 127 127.0 127.0 Page 110
d mm 24.00 24.00 24.00 28.00 22.00
Weight
e mm kg/pair 24.00 45.4 24.00 28.6 24.00 25.2 28.00 28.0 29.00 17.2
STEEL SECTION
For For For For For For
JIS 30 kg A.S. rail BS 90 lb (R) rail BS 75 lb (R) rail BS 70 lb (R) rail BS 70 lb (R) rail BS 60 lb (R) rail
Angle
15.88 19.05 19.05 17.46 17.46 17.46
560.0 457.2 419.1 406.4 406.4 406.4
89.5 57.2 57.2 50.8 50.8 50.8
127.0 114.3 101.6 101.6 101.6 101.6
127.0 114.3 101.6 101.6 101.6 101.6
22.00 26.99 26.99 22.22 22.23 23.81
29.00 26.99 21.39 22.22 22.23 23.81
13.4 19.3 13.4 9.91 11.1 9.91
FISHPLATE FOR ORDINARY RAIL USE JIS E 1102-1963 and JNR Specification. Spec.
JIS
JNR-S
Fishplates Type
C For 30 kg, 37 kg, 0.35 rails -0.50 For 40 kg N 50 kg and 50 kg N rails 0.35
For 50 T rail
0.40
Chemical Composition (%) Si Mn P
0.40
-0.50
0.55
0.40
Tensile Property Tensile Strength Elongation
S
55 kg/mm2 min
18% min.
58 kg/mm2 min
15% min.
0.55 0.045 0.050 58 kg/mm2 min max. -1.00 max. max.
15% min.
0.55 0.045 0.050 max. -1.00 max. max.
Page 111
STEEL SECTION
HEAT TREATED FISHPLATES JIS E 1121-1963 and JNR Specification Classification
Tensile Strength
Elongation
Elongation
For 30 kg, 37 kg rail 70 kg/mm2 min. 12% min. 12% min. JIS For 40 kg N 50 kg and 50 kg N rail For 50 T rail JNR-S Note : Request for the specifications other than the above can be met.
TIE PLATES SECTIONS Classification
For JNR 50 kg rail (Type E) For BS 70 lb rail (Type B) For BS 70 lb rail (Type F)
Lenght Dimensions Weight mm/piece cm2 kg/price
160 190.5 190.5
45.0 33.9 31.9
5.27 4.73 4.45
JIS RAILS JIS E 1101 (1980)
Table 1. Types
Page 112
Elongation
12% min.
-
STEEL SECTION
Type 30 kg rail 37 kg rail 40 kg N rail 50 kg rail 50 kg N rail 60 kg rail
Remark Notation Calculated mass With fish-bolt holes Kg/m of without them 30 A 30.1 With fish-bolt holes None 37 A 37.2 With fish-bolt holes None 40 N 40.9 With fish-bolt holes None 50 PS 50.4 With fish-bolt holes None 50 N 50.4 With fish-bolt holes None 60 60.8 With fish-bolt holes None
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STEEL SECTION
GAL SHEET
1219 3048 6.51 7.97 8.56 9.43
3658 7.82 9.56 10.3 11.3
6.74 8.20 8.78 9.66 11.1 12.6 15.5
8.09 8.84 10.5 11.6 13.3 15.1 18.6
18.6 24.5
22.4 29.4 Page 123
STEEL SECTION
30.3
36.4
9.29 10.2 11.6 13.1 16.0 18.9 24.8 30.6 36.4 42.3 48.1
11.2 12.2 14.0 15.7 19.2 22.7 29.7 36.7 43.7 50.7 57.7
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Page 125
STEEL SECTION
Page 126
STEEL SECTION
Page 127
STEEL SECTION
Page 128
STEEL SECTION
Page 129
STEEL SECTION
Page 130
STEEL SECTION
Page 131
STEEL SECTION
Page 132
STEEL SECTION
Modulus of Section cm3 Zx Zy 0.448 0.448 0.661 0.661 1.21 1.21 1.91 1.91 2.00 2.00 2.46 2.46 2.49 2.49 3.08 3.08 3.55 3.55 Page 133
STEEL SECTION
3.66 4.52 5.35 6.26 7.96 7.33 8.47 12.1 15.7 9.70 12.3 14.2 19.5 24.8 17.7 24.4 31.1 29.5 38.7 49.9 21.5 68.1
3.66 4.52 5.35 6.26 7.96 7.33 8.47 12.1 15.7 9.70 12.3 14.2 19.5 24.8 17.7 24.4 31.1 29.5 38.7 49.9 21.5 68.1 Page 134
STEEL SECTION
82.6 103 91.8 114 150 197 242 388 519
82.6 103 91.8 114 150 197 242 388 519
tan O
Modulus of Section cm3 Zx Zy 17.4 12.4 17.0 10.0 23.3 13.7 26.1 10.3 36.1 14.1 46.1 17.9
0.676 0.548 0.543 0.632 0.657 0.352
Page 135
s of Gyration Area cm
STEEL SECTION
0.505 0.501 0.361 0.357 0.439 0.435 0.431
Min iv 2.05 1.98 1.93 1.90 1.85 2.08 2.01
37.2 47.5 48.2 62.3 49.1 63.4 78.2
20.3 25.9 19.0 24.3 23.5 30.1 37.0
tan O
Modulus of Section cm3 Zx Zy 88.7 29.2 149 31.5 174 33.5 229 33.8 265 35.8 338 44.5 467 47.1
0.263 0.182 0.173 0.136 0.128 0.124 0.0996
Page 136
STEEL SECTION
Page 137
STEEL SECTION
Page 138
STEEL SECTION
Page 139
STEEL SECTION
Page 140
STEEL SECTION
Page 141
STEEL SECTION
Page 142
STEEL SECTION
Page 143
STEEL SECTION
Modulus of Section Zx Zy cm3 cm3 (in3) (in3) 93.1 23.3 (5.681) (1.422) 127.5 32.3 (7.780) (1.971)
Page 144
STEEL SECTION
Page 145
STEEL SECTION
Page 146
STEEL SECTION
Page 147
STEEL SECTION
Page 148
STEEL SECTION
Modulus of Section cm3 Zy 3.02 2.07
Centre of Shear cm Sx Sy 1.49 1.49 1.24 1.24 Page 149
STEEL SECTION
1.52 1.30 0.71 0.80
Modulus of Section cm3 Zy 5.00 3.66 1.73 1.28 0.55 1.69 0.839
1.24 0.99 0.74 0.41
1.24 0.99 0.74 2.70
Centre of Shear cm Sx Sy 0 0 0 0 0 0 0 0 0 0 0.00 1.38 0.00 1.86
Modulus of
Centre of Page 150
STEEL SECTION
Section cm3
Zx 21.3 16.1
Zy 9.25 7.13
Sx 0 0
Shear cm
Sy 0 0
Page 151
STEEL SECTION
Page 152
STEEL SECTION
Page 153
STEEL SECTION
Page 154
STEEL SECTION
Page 155
STEEL SECTION
Page 156
STEEL SECTION
Page 157
STEEL SECTION
Page 158
STEEL SECTION
Page 159
STEEL SECTION
Page 160
STEEL SECTION
Page 161
STEEL SECTION
Page 162
STEEL SECTION
Page 163
STEEL SECTION
Page 164
STEEL SECTION
Page 165
STEEL SECTION
Page 166
STEEL SECTION
Page 167
STEEL SECTION
Page 168
STEEL SECTION
Page 169
STEEL SECTION
Page 170
STEEL SECTION
Page 171
STEEL SECTION
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STEEL SECTION
Page 173
STEEL SECTION
Page 174
STEEL SECTION
Page 175
STEEL SECTION
Page 176
STEEL SECTION
Page 177
STEEL SECTION
Page 178
STEEL SECTION
Page 179
STEEL SECTION
Page 180
STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
Page 186
STEEL SECTION
Page 187
STEEL SECTION
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STEEL SECTION
Page 189
STEEL SECTION
Page 190
STEEL SECTION
Page 191
STEEL SECTION
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STEEL SECTION
Page 193
STEEL SECTION
Page 194
STEEL SECTION
Page 195
STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
Page 203
STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
Page 208
STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
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STEEL SECTION
Page 219
STEEL SECTION
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STEEL SECTION
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STEEL SECTION
Page 222
STEEL SECTION
Page 223
STEEL SECTION
Page 224
STEEL SECTION
Page 225
STEEL SECTION
Page 226
PIPE
CARBON STELL TUBES FOR GENERAL STRUCTURAL PURPOSE JIS G 3444 Thickness Weight diameter mm kg/m mm 21.7 27.2 34.0 42.7 48.6
60.5
76.3
89.1
101.6
114.3
2.0 2.0 2.3 2.3 2.3 2.8 2.3 2.8 3.2 2.3 3.2 4.0 2.8 3.2 4.0 2.8 3.2 4.0 3.2 4.0 5.0 3.2 3.6
0.972 1.24 1.41 1.80 2.29 2.76 2.63 3.16 3.58 3.30 4.52 5.57 5.08 5.77 7.13 5.96 6.78 8.39 7.76 9.63 11.9 8.77 9.83
Reference Cross- GeometricalModulus sectional moment of area of inertia section cm2 cm4 cm3 1.238 0.607 0.560 1.583 1.26 0.930 1.799 1.41 1.03 2.291 2.89 1.70 2.919 5.97 2.80 3.510 7.02 3.29 3.345 8.99 3.70 4.029 10.6 4.36 5.564 11.8 4.86 4.205 17.8 5.90 5.760 23.7 7.84 7.100 28.5 9.41 6.465 43.7 11.5 7.349 49.2 12.9 9.085 59.5 15.6 7.591 70.7 15.9 8.636 79.8 17.9 10.69 97.0 21.8 9.892 120 23.6 12.26 146 28.8 15.17 177 34.9 11.17 172 30.2 12.52 192 33.6
Page 227
Radius of Gyration of area cm 0.700 0.890 0.880 1.12 1.43 1.41 1.64 1.62 1.61 2.06 2.03 2.00 2.60 2.59 2.56 3.05 3.04 3.01 3.48 3.45 3.42 3.93 3.92
PIPE
139.8
165.2
190.7
216.3
267.4
318.5
355.6
406.4
4.5 5.6 3.6 4.0 4.5 6.0 4.5 5.0 6.0 7.0 4.5 5.0 6.0 7.0 4.5 6.0 7.0 8.0 6.0 7.0 8.0 9.0 6.0 7.0 8.0 9.0 6.3 8.0 9.0 12.0 9.0
12.2 15.0 12.1 13.4 15.0 19.8 17.8 19.8 23.6 27.3 20.7 22.9 27.3 31.7 23.5 31.1 36.1 41.1 38.7 45.0 51.2 57.4 46.2 53.8 61.3 68.7 54.3 68.6 76.9 102 88.2
15.52 19.12 15.40 17.07 19.13 25.22 22.72 25.16 30.01 34.79 26.32 29.17 34.82 40.40 29.94 39.61 46.03 52.35 49.27 57.27 65.19 73.06 58.91 68.50 78.04 87.51 69.13 87.36 98.00 129.5 112.4
234 41.0 283 49.6 357 51.1 394 56.3 438 62.7 566 80.9 734 88.9 808 97.8 952 115 109x10 132 144x10 120 126x10 132 149x10 156 171x10 179 168x10 155 219x10 203 252x10 233 284x10 263 421x10 315 486x10 363 549x10 411 611x10 457 719x10 452 831x10 552 941x10 591 105x102 659 105x102 593 132x102 742 147x102 828 191x102 108x10 222x102 109x10
Page 228
3.89 3.85 4.82 4.80 4.79 4.74 5.68 5.67 5.63 5.60 6.59 6.57 6.53 6.50 7.49 7.44 7.40 7.37 9.24 9.21 9.18 9.14 11.1 11.0 11.0 10.9 12.4 12.3 12.3 12.2 14.1
PIPE
457.2
12.0 16.0 19.0 9.0 12.0 16.0 19.0
117 154 182 99.5 132 174 205
148.7 196.2 231.2 126.7 167.8 221.8 261.6
289x102 347x102 435x102 318x102 416x102 540x102 629x102
142x10 184x10 214x10 140x10 182x10 236x10 275x10
14.0 13.8 13.7 15.8 15.7 15.6 15.5
JIS G 3444 (Continued) Outside diameter Thickness Weight mm mm mm 500
508.0
558.8
600
9.0 12.2 14.0 9.0 12.0 14.0 16.0 19.0 22.0 9.0 12.0 16.0 19.0 22.0 9.0 12.0 14.0
109 144 168 111 147 171 194 229 264 122 162 214 253 291 131 174 202
Referance Cross-sectional Gommerical moment Modulus of Area of lnertai Section mm2 cm4 cm3 138.8 418x102 167x10 184.0 548x102 219x10 213.8 632x102 253x10 141.1 439x102 173x10 187.0 575x102 226x10 217.0 633x102 261x10 247.3 749x102 295x10 291.9 874x102 344x10 335.9 994x102 391x10 155.5 588x102 210x10 206.1 771x102 276x10 272.8 101x103 360x10 322.2 118x103 421x10 371.0 134x103 479x10 167.1 730x102 243x10 221.7 958x102 320x10 257.7 111x103 369x10
Page 229
Radius of gyratice of Area cm 17.4 17.3 17.2 17.6 17.5 17.5 17.4 17.3 17.2 19.4 19.3 19.2 19.1 19.0 20.9 20.8 20.7
PIPE
609
700
711.2
812.8
914.4
1016.0
16.0 9.0 12.0 14.0 16.0 19.0 22.0 9.0 12.0 14.0 16.0 9.0 12.0 14.0 16.0 19.0 22.0 9.0 12.0 14.6 16.0 19.0 22.0 12.0 14.0 16.0 19.0 22.0 12.0 14.0 16.0
230 133 177 206 234 277 319 153 204 237 270 156 207 241 274 324 374 178 237 276 314 372 439 267 311 354 420 484 297 346 395
293.6 169.8 225.3 262.0 298.4 352.5 406.1 195.4 259.4 301.7 343.8 198.5 263.6 306.6 349.4 413.2 476.3 227.3 301.9 351.3 400.5 473.8 546.6 340.2 396.0 451.6 534.5 616.5 378.5 440.7 502.7
125x103 766x102 101x103 116x103 132x103 154x103 176x103 177x103 154x103 178x103 201x103 122x103 161x103 186x103 212x103 248x103 283x103 184x103 283x103 184x103 318x103 384x103 428x103 346x103 401x103 456x103 536x103 614x103 477x103 553x103 628x103
Page 230
418x10 251x10 330x10 381x10 432x10 505x10 576x10 333x10 439x10 507x10 575x10 344x10 453x10 524x10 594x10 696x10 796x10 452x10 596x10 690x10 782x10 919x10 105x102 758x10 878x10 997x10 117x102 134x102 939x10 109x102 124x102
20.7 21.2 21.1 21.1 21.0 20.9 20.8 24.4 24.3 24.3 24.2 24.8 24.7 24.7 24.6 24.5 24.4 28.4 28.3 28.2 28.2 28.1 28.0 31.9 31.8 31.8 31.7 31.5 35.5 35.4 35.4
PIPE
19.0 22.0
467 539
595.1 687.0
740x103 849x103
146x10 167x102
35.2 35.2
JIS G 3444 Mechanical Properties Class
Tensile Notation strength kg/mm2
Class Class Class Class Class
STK 30 STK 41 STK 51 STK 50 STK 55
1 2 3 4 5
30 41 51 50 55
min min min min min
Yidld point or yield strength kg/mm2 24 min 36 min 32 min 40 min
Tension Test
Elongation Test piece No.11 Test piece No.5 Test piece No.12 Horizontal Vertical direction direction 30 min 25 min 23 min 18 min 15 min 10 min 23 min 18 min 20 min 16 min
CARBON STEEL SQUARE PIPES FOR GENERAL STRUCTURAL PURPOSE JIS G 3466 (1966)
Dimension mm Unit Sectional Moment Modulus Radius Side Wall Weight Area of of of length Weight kg/m cm2 Inetrai Section Gyratice AxB t cm4 cm3 cm 300x300 6.0 54.7 69.63 9960 664 12.0 9960 664 12.0 300x300 4.5 41.3 52.67 7630 508 12.0 7630 508 12.0 250x250 8.0 59.5 75.79 7320 585 9.82
Page 231
Bending angle
90ํํ 90ํํ 90ํํ 90ํํ 90ํํ
Bending test
PIPE
250x250
6.0
45.2
57.63
250x250
5.0
38.0
48.36
200x200
8.0
46.9
59.79
200x200
6.0
35.8
45.63
175x175
6.0
31.1
39.63
175x175
5.0
26.2
33.36
150x150
6.0
26.4
33.63
150x150
5.0
22.3
28.36
150x150
4.5
20.1
25.67
125x125
6.0
21.7
27.63
125x125
5.0
18.3
23.36
125x125
4.5
16.6
21.17
125x125
3.2
12.0
15.33
100x100
4.5
13.1
16.67
100x100
4.0
11.7
14.95
7320 5670 5670 4810 4810 3620 3620 2830 2830 1860 1860 1590 1590 1150 1150 982 982 896 896 641 641 553 553 506 506 376 376 249 249 226 226
585 454 454 384 384 362 362 283 283 213 213 182 182 153 153 131 131 120 120 103 103 88.4 88.4 80.9 80.9 60.1 60.1 49.9 49.9 45.3 45.3
Page 232
9.82 9.92 9.92 9.97 9.97 7.78 7.78 7.88 7.88 6.86 6.86 6.91 6.91 5.84 5.84 5.89 5.89 5.91 5.91 4.82 4.82 4.86 4.86 4.89 4.89 4.95 4.95 3.87 3.87 3.89 3.89
PIPE
100x100
3.2
9.52
12.13
100x100
2.3
6.95
8.852
125x75
4.0
11.7
14.95
125x75
3.2
9.52
12.13
125x75
2.3
6.95
8.852
125x40
2.3
5.69
7.242
125x40
1.6
4.01
5.112
100x50
3.2
7.01
8.927
100x50
2.3
5.14
6.552
187 187 140 140 311 141 257 117 192 87.5 131 21.6 94.4 15.8 112 38.0 84.8 29.0
37.5 37.5 27.9 27.9 49.7 37.5 41.1 31.1 30.6 23.3 20.9 10.8 15.1 7.91 22.5 15.2 17.0 11.6
3.93 3.93 3.97 3.97 4.56 3.07 4.60 3.10 4.65 3.14 4.25 1.73 4.30 1.76 3.55 2.06 3.60 2.10
JIS G 3466 (Continued) Dimension mm Unit Sectional Moment Modulus Radius Side Wall Weight Area of of of length Weight kg/m cm2 Inertai Section Gyratice AxB t cm4 cm3 cm 100x40 2.3 4.78 6.092 73.9 14.8 3.48 17.5 8.77 1.70 100x40 1.6 3.38 4.312 53.6 10.7 3.52 12.9 6.44 1.73 100x20 2.3 4.06 5.172 51.9 10.4 3.17 3.64 3.64 0.839 100x20 1.6 2.88 3.672 38.1 7.61 3.22 Page 233
PIPE
90x45
3.2
6.25
7.967
90x45
2.3
4.60
5.862
90x90
3.2
8.51
10.85
90x90
2.3
6.23
7.932
80x80
3.2
7.51
9.567
80x80
2.3
5.50
7.012
75x75
3.2
7.01
8.927
75x75
2.3
5.14
6.552
60x60
3.2
5.50
7.007
60x60
2.3
4.06
5.172
60x60
1.6
2.88
3.672
50x50
3.2
4.50
5.727
50x50
2.3
3.34
4.252
50x50
1.6
2.38
3.032
200x200
6.0
26.4
33.63
2.78 80.2 27.0 61.0 20.8 135 135 101 101 92.7 92.7 69.9 69.9 75.5 75.5 57.1 57.1 36.9 36.9 28.3 28.3 20.7 20.7 20.4 20.4 15.9 15.9 11.7 11.7 1700 577
2.78 17.8 12.0 13.6 9.22 29.9 29.9 22.4 22.4 23.2 23.2 17.5 17.5 20.1 20.1 15.2 15.2 12.3 12.3 9.44 9.44 6.89 6.89 8.16 8.16 6.34 6.34 4.68 4.68 170 115
Page 234
0.870 3.17 1.84 3.23 1.88 3.52 3.52 3.56 3.56 3.11 3.11 3.16 3.16 2.91 2.91 2.95 2.95 2.30 2.30 2.34 2.34 2.37 2.37 1.89 1.89 1.93 1.93 1.96 1.96 7.12 4.14
PIPE
200x100
4.5
20.1
25.67
150x100
6.0
21.7
27.63
150x100
4.5
16.6
21.17
150x80
6.0
19.8
25.23
150x80
5.0
16.8
21.36
150x80
4.5
15.2
19.37
75x75
3.2
5.50
7.007
1330 455 835 444 658 352 710 264 614 230 563 211 50.8 22.8
133 90.9 111 88.8 87.7 70.4 94.7 66.1 81.9 57.5 75.0 52.9 13.5 10.1
JIS G 3466 (Continued)
7.20 4.21 5.50 4.01 5.58 4.08 5.31 3.24 5.36 3.28 5.39 3.30 2.69 1.80
Dimension mm Unit Sectional Moment Modulus Radius Side Wall Weight Area of of of length Weight kg/m cm2 Inetrai Section Gyratice AxB t cm4 cm3 cm 75x45 2.3 4.06 5.172 38.9 10.4 2.74 17.6 7.82 1.84 75x75 1.6 2.88 3.672 28.4 7.56 2.78 12.9 5.75 1.88 75x20 2.3 3.16 4.022 23.7 6.31 2.43 2.73 2.73 0.824 75x20 1.6 2.25 2.872 17.6 4.69 2.47 2.10 2.10 0.855 60x30 3.2 3.99 5.087 21.4 7.15 2.05 7.08 4.72 1.18 60x30 2.3 2.98 3.792 16.8 5.61 2.11 Page 235
PIPE
60x30
1.6
2.13
2.712
50x20
2.3
2.25
2.872
50x20
1.6
1.63
2.072
5.65 12.5 4.25 8.00 1.83 6.08 1.42
3.76 4.16 2.83 3.20 1.83 2.43 1.42
1.22 2.15 1.25 1.67 0.798 1.71 0.829
JIS G 3466 Mechanial Properties Class
Symbol Tensile Strength ka/mm2 STKR 41 41 min. STKR 50 50 min.
Class 1 Class 2
Yield point kg/mm2 25 min. 33 min.
Elongation (No.5 test piece) % 23 min. 23 min.
WELDED STEEL TUBING SQUARE TUBE RECTANGULAR TUBE Metric Size Dimension AxB 150x150 150x150 125x125 125x125 125x125 100x100 100x100 100x100
mm t 6.0 4.5 6.0 4.5 3.2 6.0 4.5 3.2
R 12 9 12 9 6.4 12 9 6.4
Sectional Weight Moment of Area Inertion mm2 kg/m tx cm2 ly cm4 33.63 26.4 1150 1150 25.67 20.2 896 896 27.63 21.7 641 641 21.17 16.6 506 506 15.33 12.0 379 379 21.63 17.0 312 312 16.67 13.1 249 249 12.13 9.52 187 187
Page 236
Radius of Gyration ix cm iy cm 5.84 5.84 5.91 5.91 4.82 4.82 4.89 4.89 4.97 4.97 3.80 3.80 3.87 3.87 3.93 3.93
Modulus of Section Zx cm3 153 120 103 80.9 60.6 62.4 49.9 37.5
PIPE
100x100 75x75 75x75 75x75 60x60 60x60 50x50 50x50 200x100 200x100 150x100 150x100 150x100 150x75 150x75 125x75 125x75 100x50 100x50 75x45 75x45
2.3 4.5 3.2 2.3 2.3 1.6 2.3 1.6 6.0 4.5 6.0 4.5 3.2 4.5 3.2 3.2 2.3 3.2 3 3.2 2.3
4.6 9 6.4 4.6 4.6 3.2 4.6 3.2 12 9 12 9 6.4 9 6.4 6.4 4.6 6.4 4.6 6.4 4.6
8.852 12.17 8.925 6.552 5.172 3.672 4.252 3.032 33.63 25.67 27.63 21.17 15.33 18.92 13.73 12.13 8.852 8.952 6.552 7.007 5.172
6.95 9.55 7.01 5.14 4.06 2.88 3.34 2.38 26.4 20.2 21.7 16.6 12.0 14.9 10.8 9.52 6.95 7.01 5.14 5.50 4.06
140 99 75.6 57.1 28.3 20.7 15.9 11.7 1700 1330 835 658 488 537 401 256 192 112 84.9 50.8 38.9
SQUARE TUBE Inch size (continued) Size & Wall Thickness
1/2x1/2
in
0.039 0.047 0.063
Weight
lb/ft 0.240 0.283 0.363
kg/ft 0.109 0.128 0.165
Area of Metal
140 99 75.6 57.1 28.3 20.7 15.9 11.7 577 455 444 352 262 182 124 117 87.5 38.0 29.0 22.8 17.6
3.97 2.85 2.91 2.95 2.34 2.37 1.93 1.97 7.12 7.20 5.50 5.58 5.64 5.33 5.41 4.60 4.65 3.55 3.60 3.69 2.74
3.97 2.85 2.91 2.95 2.34 2.37 1.91 1.97 4.14 4.21 4.01 4.08 4.14 3.10 3.01 3.10 3.14 2.06 2.10 1.81 1.85
Moment of section Inertal Modulus ix iy ix iy in2 in4 in4 in3 in3 0.0706 0.00249 0.00249 0.00996 0.00996 0.0833 0.00284 0.00284 0.0113 0.0113 0.107 0.00337 0.00337 0.135 0.135
Page 237
28.0 26.3 20.2 15.2 9.44 6.89 6.36 4.68 170 133 111 87.7 65.1 71.6 55.1 41.0 30.6 22.5 17.0 13.6 10.4
Radius of Gyration ix in 0.188 0.184 1.178
PIPE
0.072 5/8x5/8 0.039 0.047 0.063 0.072 3/4x3/4 0.039 0.047 0.063 0.072 7/8x7/8 0.039 0.047 0.063 0.072 1x1 0.047 0.063 0.072 0.078 0.095 0.120 0.125 1 1/4x1 1/4 0.047 0.063 0.072 0.078 0.095 0.120 0.125 1 1/2x 1 1/2 0.047 0.063 0.072 0.078
0.404 0.306 0.636 0.470 0.526 0.373 0.443 0.577 0.649 0.439 0.523 0.684 0.771 0.603 0.791 0.694 0.960 1.14 1.39 1.44 0.763 1.01 1.14 1.23 1.46 1.80 1.87 0.922 1.22 1.38 1.49
0.183 0.139 0.165 0.213 0.239 0.169 0.201 0.262 0.294 0.199 0.237 0.310 0.350 0.271 0.359 0.405 0.436 0.518 0.632 0.654 0.346 0.456 0.516 0.556 0.663 0.817 0.847 0.418 0.553 0.627 0.676
0.119 0.0901 0.107 0.138 0.155 0.114 0.130 0.170 0.191 0.129 0.154 0.201 0.227 0.177 0.233 0.263 0.282 0.336 0.410 0.424 0.224 0.296 0.335 0.362 0.431 0.530 0.849 0.271 0.359 0.407 0.438
0.00362 0.00513 0.00591 0.00724 0.00786 0.00920 0.0107 0.0133 0.0146 0.0149 0.0175 0.0219 0.0241 0.0267 0.0339 0.0375 0.0398 0.0457 0.0528 0.0537 0.0539 0.0692 0.0771 0.0822 0.0954 0.112 0.115 0.0952 0.123 0.138 0.147
Page 238
0.00362 0.0145 0.145 0.00513 0.0164 0.0164 0.00591 0.0189 0.0189 0.00724 0.0232 0.0232 0.00786 0.0252 0.0252 0.00920 0.0245 0.0245 0.0107 0.0285 0.0285 0.133 0.03555 0.03555 0.0146 0.0388 0.0388 0.0149 0.0352 0.0352 0.0175 0.0411 0.0411 0.0219 0.0515 0.0515 0.0241 0.0562 0.0562 0.0267 0.0535 0.0535 0.0339 0.0678 0.0678 0.0375 0.0751 0.0751 0.0398 0.0797 0.0797 0.0457 0.0913 0.0913 0.0528 0.106 0.106 0.0537 0.107 0.107 0.0539 0.0862 0.0862 0.0692 0.111 0.111 0.0771 0.123 0.123 0.0822 0.131 0.131 0.0954 0.153 0.153 0.112 0.180 0.180 0.115 0.184 0.184 0.0952 0.127 0.127 0.123 0.164 0.164 0.138 0.184 0.184 0.147 0.196 0.196
0.175 0.239 0.235 0.229 0.225 0.290 0.286 0.280 0.276 0.340 0.337 0.330 0.326 0.328 0.382 0.378 0.376 0.369 0.359 0.356 0.490 0.484 0.480 0.477 0.470 0.460 0.458 0.592 0.586 0.582 0.578
PIPE
0.095 0.120 0.125 0.120 0.156 0.1875 0.250
2x2
1.79 2.21 2.29 2.94 3.70 4.32 5.40
0.811 1.00 1.04 1.34 1.68 1.96 2.45
0.526 0.601 0.674 0.865 1.08 1.27 1.59
0.172 0.193 0.211 0.498 0.591 0.670 0.770
SQUARE TUBE Inch size (continued) Size & Wall Thickness in
0.120 0.125 0.180 0.1675 0.250 3x3 0.120 0.125 0.180 0.1875 0.250 3 1/2x3 1/2 0.120 0.125 0.180 0.1875 0.250 4x4 0.120 0.180 2 2/2x2 1/2
Weight
lb/ft 3.76 3.90 5.40 5.59 7.10 4.58 4.76 6.62 6.85 8.80 5.40 5.61 7.66 8.13 10.5 6.22 9.07
kg/ft 1.70 1.77 2.45 2.54 3.22 2.08 2.16 3.00 3.11 3.99 2.45 2.55 3.57 3.69 4.76 2.82 4.12
Area of Metal in2 1.11 1.19 1.59 1.64 2.09 1.35 1.40 1.95 2.02 2.59 1.59 1.65 2.31 2.39 3.09 1.83 2.64
0.172 0.193 0.211 0.498 0.591 0.670 0.770
Moment of Inertal ix iy in4 in4 1.02 1.02 1.06 1.06 1.38 1.38 1.42 1.42 1.69 1.69 1.83 1.83 1.90 1.90 2.52 2.52 2.60 2.60 3.15 3.15 2.98 2.98 3.09 3.09 4.16 4.16 4.30 4.30 5.28 5.28 4.54 4.54 6.27 6.27
Page 239
0.230 0.257 0.282 0.498 0.591 0.670 0.770
0.230 0.257 0.282 0.498 0.591 0.670 0.770
section Modulus ix iy in3 in3 0.820 0.820 0.847 0.847 1.11 1.11 1.14 1.14 1.36 1.36 1.22 1.22 1.26 1.26 1.68 1.68 1.73 1.73 2.01 2.01 1.70 1.70 1.77 1.77 2.38 2.38 2.46 2.46 3.02 3.02 2.27 2.27 3.14 3.14
0.572 0.566 0.560 0.759 0.741 0.726 0.696
Radius of Gyration ix in 0.963 0.961 0.934 0.930 0.900 1.17 1.16 1.14 1.13 1.10 1.37 1.37 1.34 1.34 1.31 1.57 1.54
PIPE
5x5
6x6
7x7
8x8
0.1875 0.250 0.3125 0.375 0.125 0.180 0.1875 0.250 0.3125 0.375 0.180 0.1875 0.250 0.3125 0.375 0.180 0.1875 0.250 0.3125 0.375 0.180 0.1875 0.250 0.3125 0.375
9.41 12.2 14.5 16.8 8.11 11.4 12.0 15.6 18.8 21.9 13.9 14.4 18.8 23.0 27.0 16.2 16.9 22.0 27.0 31.7 18.7 19.4 25.4 31.2 36.8
4.22 5.45 6.46 7.64 3.68 5.18 5.38 6.99 8.52 9.95 6.29 6.54 8.54 10.4 12.3 7.36 7.65 10.0 12.2 14.4 8.47 8.80 11.5 14.2 16.7
2.74 3.54 4.27 4.95 2.38 3.36 3.52 4.58 5.52 6.45 4.08 4.24 5.54 6.77 7.96 4.77 4.96 5.48 7.94 9.33 5.49 5.710 7.480 91.90 10.8
6.47 8.00 9.24 10.2 7.85 12.8 13.4 16.92 19.52 22.0 22.7 23.5 29.9 35.5 40.5 36.4 38.0 48.7 57.4 66.9 55.2 57.2 73.4 88.2 102
RECTANGULAR TUBE Inch size Size & Wall Thickness
Weight
Area of Metal
6.47 8.00 9.24 10.2 7.85 12.8 13.4 16.9 19.52 22.0 22.7 23.5 29.9 35.5 40.5 36.4 38.0 48.7 57.4 66.9 55.2 57.2 73.4 88.2 102
Moment of Inertal ix iy
Page 240
3.24 4.00 4.62 5.10 3.14 5.11 6.78 7.83 7.81 8.80 7.56 7.83 9.95 11.8 13.5 10.4 10.8 13.9 16.4 19.1 13.8 14.3 18.4 22.0 25.4
ix
3.24 4.00 4.62 5.10 3.14 5.11 6.78 7.83 7.81 8.80 7.56 7.83 9.95 11.8 13.5 10.4 10.8 13.9 16.4 19.1 13.8 14.3 18.4 22.0 25.4
section Modulus iy
1.54 1.50 1.47 1.44 1.8 1.95 1.95 1.92 1.88 185 2.36 2.35 2.32 2.29 2.26 2.76 2.76 2.74 2.69 2.68 3.17 3.17 3.13 3.10 3.06
Radius of Gyration ix
PIPE
1/2 x1
1x1 1/2
1x2
2x3
2x4
2x4
in
0.039 0.47 0.063 0.047 0.063 0.078 0.095 0.109 0.120 0.047 0.063 0.072 0.078 0.095 0.120 0.128 0.120 0.125 0.180 0.1785 0.250 0.3125 0.120 0.125 0.180 0.1875 0.250 0.3125
lb/ft 0.361 1.428 0.559 0.763 1.01 1.23 1.46 1.66 1.80 0.922 1.22 1.38 1.49 1.79 2.21 2.34 3.76 3.90 5.40 5.59 7.10 8.44 4.58 4.76 6.62 6.85 8.80 10.6
kg/ft 0.164 0.194 0.254 0.346 0.456 0.556 0.663 0.751 0.817 0.418 0.553 0.627 0.676 0.811 1.00 1.06 1.70 1.77 2.45 2.54 3.22 3.83 2.08 2.16 3.00 3.11 3.99 4.79
in2 0.110 0.130 0.170 0.224 0.296 0.360 0.431 0.487 0.530 0.271 0.359 0.407 0.438 0.526 0.650 0.688 1.11 1.15 1.59 1.64 2.09 2.48 1.35 1.40 1.95 2.02 2.59 3.11
in4 0.00454 0.00521 0.00642 0.0374 0.0478 0.0564 0.0652 0.0716 0.0761 0.0482 0.0616 0.0686 0.0731 0.0947 0.0995 0.104 0.711 0.734 0.952 0.977 1.15 1.26 0.923 0.954 1.25 1.29 1.54 1.71
Page 241
in4 0.0138 0.0161 0.0201 0.0716 0.0905 0.107 0.125 0.140 0.148 0.142 0.184 0.206 0.221 0.259 0.310 0.325 1.34 1.38 1.81 1.86 2.21 2.44 2.73 2.82 1.75 3.87 4.69 5.32
in3 0.0181 0.0210 0.0257 0.0748 0.0954 0.113 0.130 0.143 0.152 0.0964 0.123 0.137 0.146 0.169 0.199 0.207 0.711 0.734 0.952 0.977 1.15 1.26 0.923 0.954 1.25 1.29 1.54 1.71
in3 0.0186 0.0321 0.0401 0.0955 0.121 0.143 0.167 0.186 0.198 0.142 0.184 0.206 0.221 0.259 0.310 0.325 0.890 0.920 1.20 1.24 1.47 1.63 1.36 1.41 1.88 1.93 2.35 2.66
in 0.203 0.201 0.194 0.408 0.402 0.396 0.389 0.379 0.422 0.414 0.411 0.408 0.401 0.391 0.388 0.802 0.800 1.775 0.775 0.771 0.742 0.714 0.828 0.826 0.802 0.798 0.770 0.743
PIPE
RECTANGULAR TUBE Inch size (contiunued) Size & Wall Thickness
2x5
2x6
1/2x4 1/2
3x4
3x5
in
0.120 0.129 0.180 0.1875 0.250 0.120 0.125 0.180 0.1875 0.120 0.125 0.180 0.187 0.250 0.120 0.125 0.180 0.1875 0.250 0.3125 0.125 0.180 0.1875 0.250 0.3125 0.375
Weight
lb/ft 5.39 5.60 7.84 8.14 10.5 6.16 6.41 8.97 9.31 5.39 5.60 7.84 8.14 10.9 5.40 5.61 7.86 8.13 10.5 12.7 6.46 9.07 9.41 12.2 14.5 16.8
kg/ft 2.45 2.55 3.57 3.69 4.76 2.80 2.93 4.12 4.22 2.45 2.55 3.57 3.69 4.76 2.45 2.55 3.57 3.69 4.76 5.76 2.93 4.12 4.22 5.45 6.46 7.64
Area of Metal in2 1.59 1.65 2.31 2.39 3.09 1.81 1.88 2.64 2.74 1.59 1.65 2.31 2.39 3.09 1.59 1.65 2.31 2.39 3.09 3.73 1.84 2.67 2.73 3.54 4.27 4.95
Moment of Inertal ix iy in4 in4 1.14 4.79 1.17 4.96 1.55 6.67 1.60 6.89 1.92 8.48 1.34 7.53 1.38 7.80 1.82 10.5 1.87 10.8 1.71 4.24 1.76 4.39 2.36 5.92 2.43 6.11 2.96 7.54 2.33 3.65 2.41 3.76 3.24 5.07 3.34 5.23 4.10 6.45 4.71 7.45 3.27 6.38 3.99 8.84 4.06 8.94 4.92 11.0 5.66 12.7 6.21 14.0
Page 242
section Modulus ix iy in3 in3 1.14 1.92 1.17 1.98 1.55 2.67 1.60 2.75 1.92 3.39 1.34 2.51 1.38 2.60 1.82 3.50 1.87 3.61 1.36 1.88 1.41 1.95 1.88 2.63 1.94 2.72 2.37 3.35 1.55 1.82 1.61 1.88 2.16 2.53 2.23 2.62 2.74 3.23 3.14 3.72 2.18 2.55 2.26 3.53 2.70 3.58 3.28 4.38 3.77 5.07 4.14 5.59
Radius of Gyration ix in 0.846 0.844 0.820 0.186 0.789 0.858 0.856 0.831 0.827 3.28 3.27 3.20 3.18 3.10 1.21 1.21 1.19 1.18 1.15 1.12 1.33 1.22 1.22 1.18 1.15 1.12
PIPE
3x6
0.125 0.180 0.1875 0.250 0.3125 0.375 0.125 0.180 0.1875 0.250 0.3125 0.375
4x6
7.25 10.2 10.6 13.7 16.74 19.4 8.11 11.4 11.9 15.4 18.8 21.9
3.29 4.63 4.80 6.22 7.56 8.80 3.68 5.18 5.38 6.99 8.52 9.95
2.13 3.00 3.11 4.04 4.90 5.70 2.38 3.36 3.49 4.54 5.52 6.45
3.42 4.61 4.76 5.88 6.79 7.51 6.52 8.90 9.20 11.5 13.5 15.2
9.97 13.5 14.0 17.4 20.3 22.7 12.1 16.6 17.2 21.6 25.4 28.6
RECTANGULAR TUBE Inch size (contiunued) Size & Wall Thickness
4x7
4x8
5x7
in
0.1875 0.250 0.3125 0.375 0.180 0.1875 0.250 0.3125 0.375 0.180 0.1875 0.250
Weight
lb/ft 13.1 17.1 20.9 24.5 13.9 14.4 18.8 23.0 27.0 13.9 14.4 18.8
kg/ft 5.96 7.77 9.48 11.1 6.29 6.54 8.54 10.4 12.3 6.29 6.54 8.54
Area of Metal in2 3.86 5.04 6.15 7.20 4.08 4.24 5.54 6.77 7.96 4.08 4.24 5.24
Moment of Inertal ix iy in4 in4 10.6 25.0 13.3 31.7 15.6 37.5 17.6 42.5 11.5 33.6 11.9 34.8 15.0 14.2 17.8 52.6 20.1 59.9 17.0 28.4 17.6 29.4 22.3 37.4
Page 243
2.28 3.07 3.17 3.92 4.53 5.01 3.26 4.45 4.60 5.76 6.75 7.58
3.32 4.52 4.67 5.82 6.78 7.56 4.04 5.53 5.72 7.19 8.46 9.54
section Modulus ix iy in3 in3 5.28 7.15 6.64 9.04 7.81 10.7 8.81 12.1 5.76 8.41 5.96 8.71 7.52 11.1 8.88 13.1 10.0 15.0 6.78 8.11 7.09 8.40 8.90 10.7
1.27 1.27 1.24 1.21 1.18 1.15 1.65 1.63 1.62 1.59 1.56 1.53
Radius of Gyration ix in 1.65 1.62 1.59 1.56 1.68 1.68 1.65 1.62 1.59 2.04 2.04 2.00
PIPE
6x8
0.3125 0.375 0.180 0.1875 0.250 0.3125 0.375
23.0 27.0 16.2 16.9 22.7 27.0 31.7
10.4 12.3 7.36 7.65 10.0 12.2 14.4
6.77 7.96 4.77 4.96 6.48 7.94 9.33
26.4 30.0 28.5 29.6 37.6 44.8 51.2
44.4 50.7 44.2 45.8 58.4 69.7 79.7
10.6 12.0 9.51 9.85 12.5 14.9 17.1
12.7 14.5 11.0 11.4 14.6 17.4 19.9
1.97 1.95 2.45 2.44 2.41 2.38 2.34
CARBON STEEL PIPES FOR ORDINSRY PIPING JIS G 3452 Nominal A B 6 8 10 15 20 25 32 40 50 65 80 90 100 125 150 175 200
1/8 1/4 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 7 8
Outside diameter mm 10.5 13.8 17.3 21.7 27.2 34.0 42.7 48.6 60.5 76.3 89.1 101.6 114.3 139.8 165.2 190.7 216.3
Tolerance on outside diameter Wall Tolerance on Pipes to be threaded Other Thickness wall thickness with taper threads pipes mm + 0.5 mm + 0.5 mm 2.0 + 0.5 mm + 0.5 mm 2.3 + 0.5 mm + 0.5 mm 2.3 + 0.5 mm + 0.5 mm 2.8 + 0.5 mm + 0.5 mm 2.8 + 0.5 mm + 0.5 mm 3.2 + 0.5 mm + 0.5 mm 3.5 + 0.5 mm + 0.5 mm 3.5 + 0.5 mm + 1% 3.8 + not specified + 0.7 mm + 1% 4.2 - 12.5% + 0.8 mm + 1% 4.2 + 0.8 mm + 1% 4.2 + 0.8 mm + 1% 4.5 + 0.8 mm + 1% 4.5 + 0.8 mm + 1% 5.0 + 0.9 mm + 1% 5.3 + 1.0 mm + 1% 5.8
Page 244
PIPE
225 250 300 350 400 450 500
9 10 12 14 16 18 20
241.8 267.4 318.5 355.6 406.4 457.2 508.0
+ 1.2 mm + 1.3 mm + 1.5 mm -
+ 1% + 1% + 1% + 1% + 1% + 1% + 1%
6.2 6.6 6.9 7.9 7.9 7.9 7.9
CARBON STEEL PIPES FOR PRESSURE SERVICE JIS G 3454 Nominal
Outside Schedute 10 diameter Wall Hydrostatic Thickness Weight test presure kg/cm2(bar) mm mm kg/m class class 2 3
A
B
6
1/8
10.5
8
1/4
13.8
10
3/8
17.3
15
1/2
21.7
20
3/4
27.2
25
1
34.0
Page 245
Schedute 20 Wall Hydrostatic Thickness Weight test presure kg/cm2(bar) mm kg/m class 2
PIPE
32
11/4
42.7
40
11/2
48.6
50
2
60.5
3.2
4.52
65
21/2
76.3
4.5
7.97
80
3
89.1
4.5
9.39
90
31/2
101.6
4.5
10.8
100
4
114.3
4.9
13.2
125
5
139.8
5.1
16.9
150
6
165.2
5.5
21.7
200
8
216.3
6.4
33.1
250
10
267.4
6.4
41.2
300
12
318.5
6.4
49.3
350
14
355.6
6.4
55.1
7.9
67.7
400
16
406.4
6.4
63.1
7.9
77.6
450
18
457.2
6.4
71.1
7.9
87.5
500
20
508.0
6.4
79.2
9.5
117
50 (49.0) 50 (49.0) 50 (49.0) 50 (49.0)
Page 246
50 (49.0) 50 (49.0) 50 (49.0) 50 (49.0)
70 (68.6) 70 (68.6) 70 (68.6) 100 (98.07) 100 (98.07) 100 (98.07) 100 (68.6) 70 (68.6) 70 (68.6) 50 (49.0) 50 (49.0) 50 (49.0) 50 (49.0) 50 (49.0)
PIPE
550
22
558.8
6.4
87.2
600
24
609.6
6.4
95.2
650
26
660.4
7.9
103
40 (39.2) 40 (39.2) 40 (39.2)
40 (39.2) 40 (39.2) 40 (39.2)
9.5
129
9.5
141
12.7
203
50 (49.0) 50 (49.0) 50 (49.0)
ARC WELDED CARBON STEEL PIPES JIS G 3457 (1978)
USED FOR PIPING FOR STEAM, WATER, OIL, GAS, AIR, ETC. OF COMPARATIVELY LOW WORKING PRESSURE Nominal diameter A 350 400 450 500 550 600 650 700 750 800 850 900 1000 1100 1200 1350
B
14 16 18 20 22 24 26 28 30 32 34 36 40 44 48 54
Wall Outside thickness dia mm mm 355.6 406.4 457.2 508.0 558.8 609.6 660.4 711.2 762.0 812.8 863.6 911.4 1016.0 1117.6 1219.2 1371.6
6.0
6.4
7.1
7.9
8.7
9.5
51.7 59.2 66.8 71.3 81.8 89.3 96.8 104
55.1 63.1 71.1 79.2 87.2 95.2 103 111 119 127
61.0 66.9 78.8 87.7 96.6 105 114 123 132 141
67.7 77.6 87.5 97.4 107 117 127 137 147 157 167 177 196
107 118 129 140 151 162 173 183 194 216
117 129 141 152 164 176 188 200 212 236 260 283
Page 247
PIPE
1500 1600 1800 2000
60 64 72 80
1524.0 1625.6 1828.8 2032.0
JIS G 3457 Mechanical Properties Class
Are welede carbon steel pipe
Symbol
Tesile strength
Tension test Yield point of proof stress
STPY 41
kg/mm2 (N/mm2) 41 min. (402) min.
kg/mm2 (N/mm2) 23 min. (226) min.
Elongation % No.5 test piece Transverse
18 min.
Carbon Steel Pipes For High Temperature Service JIS G 3456 (1978)
Steel Pipes For Low Temperature Service JIS G 3460 (1978) Alloy Steel Pipes JIS G 3458 (1978) Nomal diameter A 6 8 10 15 20
B
1/8 1/4 3/8 1/2 3/4
Norminal wall thickness Outside Schedule 10 Schedule 20 Schedule 30 Schedule 40 diameter Wall Weight Wall Weight Wall Weight Wall mm thickness thickness thickness thickness mm kg/m mm kg/m mm kg/m mm 10.5 1.7 13.8 2.2 17.3 2.3 21.7 2.8 27.2 2.9
Page 248
PIPE
25 32 40 50 65 80 90 100 125 150 200 250 300 350 400 450 500
1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20
34.0 42.7 48.6 60.5 76.3 89.1 101.6 114.3 139.8 165.2 216.3 267.4 318.5 355.6 406.4 457.2 508.0
6.4 6.4 6.4 6.4
55.1 63.1 71.1 79.2
6.4 6.4 6.4 7.9 7.9 7.9 9.5
33.1 41.2 49.3 67.7 77.6 87.5 117
7.0 7.8 8.4 9.5 9.5 11.1 12.7
36.1 49.9 64.2 81.1 93.0 122 155
3.4 3.6 3.7 3.9 5.2 5.5 5.7 6.0 6.6 7.1 8.2 9.3 10.3 11.1 12.7 14.3 15.1
JIS G 3456 JIS G 3460 JIS G 3458 Continued Norminal wall thickness Schedule 80 Schedule 100 Schedule 120 Schedule 140 Schedule 160 Wall Weight Wall Weight Wall Weight Wall Weight Wall Weight thickness thickness thickness thickness thickness mm kg/m mm kg/m mm kg/m mm kg/m mm kg/m 2.4 0.170 3.0 0.799 3.2 1.11 3.7 1.64 4.7 1.97
Page 249
PIPE
3.9 4.5 4.9 5.1 5.5 7.0 7.6 8.1 8.6 9.5 11.0 12.7 15.1 17.4 19.0 21.4 23.8 26.2
2.24 3.27 4.57 5.47 7.46 12.0 15.3 18.7 22.4 30.5 41.8 63.8 93.9 129 158 203 254 311
15.1 18.2 21.4 23.8 26.2 29.4 32.5
74.9 112 157 195 246 310 380
11.1 12.7 14.3 18.2 21.4 25.4 27.8 30.9 34.9 38.1
28.2 39.8 53.2 88.9 130 184 225 286 363 441
20.6 25.4 28.6 31.8 36.5 39.7 44.4
STAINLESS STEEL PIPES JIS G 3459 (1978) Nomal diameter A 6 8 10 15 20 25
B
1/8 1/4 3/8 1/2 3/4 1
Outside Schedule 5 S Schedule 10 S diameter Wall Weight Wall Weight mm thickness thickness mm kg/m mm kg/m 10.5 1.0 0.234 1.2 0.275 13.8 1.2 0.373 1.65 0.494 17.3 1.2 0.476 1.65 0.637 21.7 1.65 0.816 2.1 1.02 27.2 1.65 1.04 2.1 1.30 34.0 1.65 1.32 2.8 2.15
Page 250
99.4 152 204 254 333 409 508
5.5 6.4 6.4 7.1 8.7 9.5 11.1 12.7 13.5 15.9 18.2 23.0 28.6 33.3 35.7 40.5 45.2 50.0
2.94 4.36 5.73 7.27 11.1 15.6 21.4 27.8 33.6 48.6 66.0 110 168 234 282 365 459 565
Norminal wall thickness Schedule 20 S Schedule 40 Wall Weight Wall thickness thickness mm kg/m mm 1.5 0.333 1.7 2.0 0.582 2.2 2.0 0.755 2.3 2.5 1.18 2.8 2.5 1.52 2.9 3.0 2.29 3.4
PIPE
32 40 50 65 80 90 100 125 150 200 250 300 350 400 450 500
1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20
42.7 48.6 60.5 76.3 89.1 101.6 114.3 139.8 165.2 216.3 267.4 318.5 355.6 406.4 457.2 508.0
1.65 1.65 1.65 2.1 2.1 2.1 2.1 2.8 2.8 2.8 3.4 4.0 -
1.67 1.91 2.39 3.84 4.51 5.15 5.81 9.46 11.2 14.7 22.1 31.0 -
2.8 2.8 2.8 3.0 3.0 3.0 3.0 3.4 3.4 4.0 4.0 4.5 -
2.76 3.16 3.98 5.42 6.37 7.29 8.23 11.4 13.6 20.9 26.0 34.8 -
3.0 3.0 3.5 3.5 4.0 4.0 4.0 5.0 5.0 6.5 6.5 6.5 -
2.94 3.37 4.92 6.28 8.39 9.63 10.9 16.6 19.8 33.6 41.8 50.0
3.6 3.7 3.9 5.2 5.5 5.7 6.0 6.6 7.1 8.2 9.3 10.3 11.1 12.7 14.3 15.1
EXTRACTS OF AOILINE PIPES SPECIFICATION Extracts of API Line Pipe Specification (1)
Appli- Analysis cation
Grade
5L
A B
X-42
Line Pipe
Chemical Requirement (%)
C mix.
Mn max.
P max.
S max.
Cb min.
V min.
L
0.22
0.90
0.04
0.05
-
-
L
0.27
1.15
0.04
0.05
-
-
0.04
0.05
-
-
L
0.29
(2)
1.25
Page 251
(2)
PIPE
X-46
5LX
X-52
X-56
HightTest Line Pipe
L
L
0.31
0.26
(2)
(2)
1.35
1.35
(2)
(2)
0.04
0.04
0.05
0.05
-
-
(3) (3) 0.005 0.02
X-60 X-65
By agreement
Notes (1) L = Ladle Analysis (2) For each reduction of 0.01 % belor the specified maximum carbon content,an increase of 0.05 % manganese above the specified maximum is permissible, up to maximum of 1.45 % (3) Either Cb,V,Ti,or a combination thereof, shall be used. (4) For pipe less than 20 in. OD.
Hydrostatic Test P= 2St or 2800 pis D whichever is smaller
(5) The minimum elogation in 2 inches shall be folloring formula: e - 625,000
Where:e = minimum elongation in 2 inches in A = cross section area of the tensile test spedci of 0.75 square inch,whichever is smaller. U = specified tensile strength,psi.
Permissible Variation in Dimension and Weight Outside Diameter Wall Thickness Weight
Page 252
PIPE
Std: S=0.60XY.P. Alt: S=0.75XY.P.
Pipe boby D<1.900in. +0.016 in -0.031 in 23/8in.
P= 2St or 3000 pis D whichever is smaller :S=0.60XY.P. 4 1/2(Std) :S=0.75XY.P. 4 1/2(Alt) :S=0.75XY.P. 6 5/6 and 8 5/8 :S=0.85XY.P. 10 3/4 to 18 S=fiber stress Y.P.=specified minimum yield strength, psi
Single Lengths: D<2 7/8in. * standard-weight, +20.0% * regular-weight -12.5 * extra-strong * double-extra-strong D=3 1/2in. +18.0% -12.5 * special plain * special light-weight
For a distance of 4 in. from the end D<10 3/4in. +1/16 in -1/64 in
D>4in. +15.0% Carload Lot (min.40,000 lb) -12.5
D>12 3/4in. +3/12 in -1/32 in
(6) Tolerance on Lengths Plain - End Pipe Single random lengths Double random lengths As agreed upon lengths in excess of 20 ft. Threaded-and Coupled -Pipe Single random lengths Double random lengths
Shortest Length
Shortest Length
Shortest Length
Shortest Length
9'-0"(2.74m) 14'-0"(4.27m) 40% of averge
-
17'-6"(5.33m) 35'-0"(10.67m) -
16'-0"(4.88m) 22-0"(6.71m)
18'-0"(5.49m) -
26'-3"(8.00m) 75% of averge agreed upon -
DIMENSION, WEIGHT AND TEST PRESSURE OF API LINE PIPE Page 253
35-0"(10.67m)
PIPE
API 5L Standard Weight Theraded Line Pipe Dimensions, Weight and Test Pressures of API Line Pipe API 5L Standard Weight Theraded Line Pipe Nominal Sze in. 1/8 1/4 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 8 10 10 10 12 12 14
Outside Diameter in. mm 0.405 10.3 0.540 13.7 0675 17.1 0.840 21.3 1.050 26.7 1.315 33.4 1.660 42.2 1.900 48.3 2 3/8 60.3 2 7/8 73.0 3 1/2 88.9 4 101.6 4 1/2 114.3 5 9/16 141.3 6 5/8 168.3 8 5/8 219.1 8 5/8 219.1 10 3/4 273.0 10 3/4 273.0 10 3/4 273.0 12 3/4 323.8 12 3/4 323.8 14 355.6
Wall Thickness in. mm 0.068 1.73 0.088 2.24 0.091 2.31 0.109 2.77 0.113 2.87 0.133 3.38 0.140 3.56 0.145 3.68 0.154 3.91 0.203 5.16 0.216 5.49 0.226 5.74 0.237 6.02 0.258 6.55 0.280 7.11 0.277 7.04 0.322 8.18 0.279 7.09 0.307 7.80 0.365 9.27 0.330 8.38 0.375 9.52 0.375 9.52
Weight
lbs/ft 0.25 0.43 0.57 0.86 1.14 1.70 2.30 2.75 3.75 5.90 7.70 9.25 11.00 15.00 19.45 25.55 29.35 32.75 35.75 41.85 45.45 51.15 57.00
Page 254
kg/m 0.37 0.64 0.85 1.28 1.70 2.53 3.43 4.10 5.59 8.79 11.47 13.78 16.38 22.34 28.97 38.06 43.72 48.78 53.25 62.34 67.70 76.19 84.90
kg/ft 0.11 0.20 0.26 0.39 0.52 0.77 1.04 1.25 1.70 2.68 3.50 4.20 4.99 6.81 8.83 11.6 13.32 14.87 16.23 19.00 20.63 23.22 25.88
Test Pressure pis Grade A Grade B 700 700 700 700 700 700 700 700 700 700 700 700 1000 1100 1000 1100 1000 1100 1000 1100 1000 1100 1200 1300 1200 1300 1200 1300 1200 1300 1160 1350 1340 1570 930 1090 1030 1200 1220 1430 930 1090 1060 1240 960 1120
PIPE
API 5L Plan-End Line Pipe
STD : Standard SX : Extra Strong XXA : Double Extra Strong # Special Sizes
Nominal Sze in. 1/8
Outside Diameter in. mm 0.405 10.3
1/4
0.540
13.7
3/8
0.675
17.1
1/2
0.840
21.3
3/4
1.050
26.7
1
1.315
33.4
1 1/4
1.660
42.2
1 1/2
1.900
48.3
2
2 3/8
60.3
in. 0.068 0.095 0.088 0.119 0.091 0.126 0.109 0.147 0.294 0.113 0.154 0.308 0.133 0.179 0.358 0.140 0.191 0.382 0.145 0.200 0.400 0.154 0.218 0.436
Wall Thickness mm 1.73 2.41 2.24 3.02 2.31 3.20 2.77 3.73 7.47 2.87 3.91 7.82 3.38 4.55 9.09 3.56 4.85 9.70 3.68 5.08 10.16 3.91 5.54 11.07
Weight Sch No. 40(STD) 80(XS) 40(STD) 80(XS) 40(STD) 80(XS) 40(STD) 80(XS) (XXS) 40(STD) 80(XS) (XXS) 40(STD) 80(XS) (XXS) 40(STD) 80(XS) (XXS) 40(STD) 80(XS) (XXS) 40(STD) 80(XS) (XXS)
Page 255
lbs/ft 0.24 0.31 0.42 0.54 0.57 0.74 0.85 1.09 1.71 1.13 1.47 2.44 1.68 2.17 3.66 2.27 3.00 5.21 2.72 3.63 6.41 3.65 5.02 9.03
kg/m 0.36 0.46 0.62 0.80 0.85 1.10 1.27 1.62 2.55 1.68 2.19 3.63 2.50 3.23 5.45 3.38 4.46 7.76 4.05 5.40 9.55 5.44 7.47 13.45
kg/ft 0.11 0.14 0.19 0.25 0.26 0.34 0.39 0.49 0.78 0.51 0.67 1.11 0.76 0.99 1.66 1.03 1.36 2.37 1.23 1.65 2.91 1.66 2.28 4.10
Test Pressure psi Grade A Std 700 850 700 850 700 850 700 850 1000 700 850 1000 700 850 1000 1200 1800 2200 1200 1800 2200 2300 2500 2500
PIPE
2 1/2
2 7/8
73.0
0.203 0.276 0.552
(Continued) Nominal Sze in.
3
3 1/2
4
Outside Diameter in. mm
3 1/2
4
4 1/2
88.9
101.6
114.3
in. * 0.125 *0.156 0.188 0.216 0.250 0.281 0.300 0.600 *0.125 *0.156 *0.188 *0.226 *0.250 *0.281 0.318 *0.125 *0.141 *0.156 0.172 0.188 0.203 0.219 0.237
5.16 40(STD) 7.01 80(XS) 14.02 (XXS)
Wall Thickness mm 3.18 3.96 4.78 5.49 6.35 7.14 7.62 15.24 3.18 3.96 4.78 5.74 6.35 7.14 8.08 3.18 3.58 3.96 4.37 4.78 5.16 5.56 6.02
5.79 7.66 13.70
8.62 11.40 20.41
2.63 3.48 6.22
2500 2500 2500
kg/ft 2.05 2.53 3.02 3.44 3.94 4.39 4.65 8.44 2.35 2.91 3.47 4.14 4.54 5.07 5.68 2.65 2.98 3.29 3.61 3.93 4.23 4.54 4.90
Test Pressure psi Grade A Std 1290 1600 1930 2220 2500 2500 2500 2500 1120 1400 1690 2030 2250 2530 2800 1000 1130 1250 1380 1500 1620 1750 1900
Weight Sch No.
40(STD)
80(XS) (XXS)
40(STD)
80(XS)
40(STD)
Page 256
lbs/ft 4.51 5.57 6.65 7.58 8.68 9.66 10.25 18.54 5.17 6.40 7.65 9.11 10.01 11.16 12.50 5.84 6.56 7.24 7.95 8.66 9.32 10.01 10.79
kg/m 6.72 8.30 9.91 11.29 12.93 14.39 15.27 27.67 7.70 9.53 11.39 13.57 14.91 16.62 18.62 8.70 9.77 10.78 11.84 12.90 13.88 14.91 16.07
PIPE
0.250 0.281 0.312 0.337 0.438 0.531 0.674
6.35 7.14 7.92 8.56 11.13 13.49 17.12
60 80(XS) 120 160 (XXS)
11.35 12.66 13.96 14.98 19.00 22.51 27.54
SPI 5L Plain - End Line Pipe (Continued) Nominal Sze in.
5
Outside Diameter in. mm
5 9/16
141.3
in. *0.125 *0.156 *0.188 *0.219 *0.258 *0.281 *0.312 *0.344 0.375 *0.500 *0625 0.750 *0.141 *0.156 0.172 0.188 0.203 0.219 0.250
Wall Thickness mm 3.18 3.96 4.78 5.56 6.55 7.14 7.92 8.74 9.52 12.70 15.88 19.05 3.58 3.96 4.37+ 4.78 5.16 5.56 6.35
Sch No.
40(STD)
80(XS) 120 160 (XXS)
30
Page 257
lbs/ft 7.26 9.01 10.79 12.50 14.62 15.85 17.50 19.17 20.78 27.04 32.96 38.55 9.76 10.78 11.85 12.92 13.92 14.98 17.02
16.91 18.86 20.79 22.31 28.30 33.53 41.02
5.15 5.75 6.34 6.80 8.63 10.22 12.50
2000 2250 2500 2700 2800 2800 2800
kg/ft 3.26 4.09 4.90 5.68 6.64 7.20 7.95 8.70 9.43 12.28 14.96 17.50 4.43 4.89 5.38 5.87 6.32 6.80 7.73
Test Pressure psi Grade A Std 810 1010 1220 1420 1670 1820 2020 2230 2430 2800 2800 2800 770 8580 9360 1020 1100 1190 1360
Weight kg/m 10.81 13.42 16.07 18.62 21.78 23.61 26.07 28.55 30.95 40.28 49.09 57.42 14.54 16.06 17.65 19.24 20.73 22.31 25.35
PIPE
6
6 5/8
168.3
0.280 0.312 0.344 0.375 0.432 0.500 0.562 0.625 0.719 0.864
(Continued) Nominal Sze in.
8
Outside Diameter in. mm
8 5/8
219.1
in. *0.156 0.188 0.219 0.250 0.277 0.312 0.322 0.344 0.375 0.438 0.500 0.562 0.625 0.719 0.875 *0.188
7.11 40(STD) 7.92 8.74 9.52 10.97 80(XS) 12.70 14.27 120 15.88 18.26 160 21.95 (XXS)
Wall Thickness mm 3.96 4.78 5.56 6.35 7.04 7.92 8.18 8.74 9.52 11.13 12.70 14.27 15.88 18.26 22.22 4.78
18.97 21.04 23.08 25.03 28.57 32.71 36.39 40.05 45.35 53.16
28.26 31.34 34.38 37.28 42.56 48.72 54.20 59.65 67.55 79.18
8.61 9.55 10.48 11.36 12.97 14.85 16.52 18.18 20.59 24.13
1520 1700 1870 2040 2350 2720 2800 2800 2800 2800
kg/ft 6.41 7.69 8.93 10.15 11.21 12.58 12.96 13.81 15.00 17.39 19.70 21.97 24.24 27.56 32.88 9.63
Test Pressure psi Grade A Std 650 780 910 1040 1160 1300 1340 1440 1570 1830 2090 2350 2610 2800 2800 630
Weight Sch No.
20 30 40(STD)
80(XS)
120 (XXS)
Page 258
lbs/ft 14.11 16.94 19.66 22.36 24.70 27.70 28.55 30.42 33.04 38.30 43.39 48.40 53.40 60.71 72.42 21.21
kg/m 21.02 25.23 29.28 33.31 36.79 41.26 42.53 45.31 49.21 57.05 64.63 72.09 79.54 90.43 107.87 31.59
PIPE
10
Nominal Sze in.
12
10 3/4
273.0
Outside Diameter in. mm
12 3/4
323.8
0.219 0.250 0.279 0.307 0.344 0.365 0.438 0.500 0.562 0.625 0.719 0.812
in. *0.188 *0.219 0.250 0.281 0.312 0.330 0.344 0.375 0.438 0.5000 0.562 0.625 0.688 0.750
5.56 6.35 20 7.09 7.80 30 8.74 9.27 40(STD) 11.13 12.70 60(XS) 14.27 15.88 18.26 100 20.62
Wall Thickness mm 4.78 5.56 6.35 7.14 7.92 8.38 8.74 9.52 11.13 12.70 14.27 15.88 17.48 19.05
24.63 28.04 31.20 34.25 38.23 40.48 48.24 54.74 61.15 67.58 77.03 86.18
36.69 41.77 46.47 51.00 56.94 60.29 71.85 81.54 91.08 100.66 114.74 128.37
11.18 12.73 14.16 15.54 17.36 18.38 21.90 24.85 27.76 30.68 34.97 39.13
730 840 930 1030 1150 1220 1470 1670 1880 2090 2410 2720
kg/ft 11.45 13.31 15.51 16.99 18.82 19.87 20.69 22.50 26.15 29.70 33.21 36.74 40.24 43.64
Test Pressure psi Grade A Std 530 620 710 790 880 930 970 1060 1240 1410 1590 1760 1940 2120
Weight Sch No. 20 30 (STD) (XS) 60 80 10 20 30(STD) (XS) 80
Page 259
lbs/ft 25.22 29.31 33.38 37.42 41.45 43.77 45.58 49.56 57.59 65.42 73.15 80.93 88.63 96.12
kg/m 37.57 43.66 49.72 55.74+ 61.74 65.20 67.89 73.82 85.78 97.44 108.96 120.55 132.01 143.17
PIPE
14
14
355.6
*0.203 *0.250 *0.281 0.312 0.344 0.375 0.438 0.500 0.562 0.625 0.688 0.750 0.812
5.16 6.35 7.14 7.92 8.74 9.52 11.13 12.70 14.27 15.88 17.48 19.05 20.62
29.91 36.71 41.17 45.61 50.17 54.57 63.44 72.09 80.66 89.28 97.81 106.13 114.37
44.55 54.68 61.32 67.94 74.73 81.28 94.49 107.38 120.14 132.98 145.69 158.08 170.35
API 5LX Hight - Test Line Pipe API 5LX Hight - Test Line Pipe Outside Wall Diameter Thickness in. mm in. mm
Weight lbs/ft
kg/m
kg/ft
*0.125
3.18
5.84
8.70
2.65
*0.141
3.58
6.56
9.77
2.98
*0.156
3.96
7.24
10.78
3.29
0.172
4.37
7.95
11.84
3.61
0.188
4.78
8.66
12.90
3.93
Page 260
Grade X42 1400 (1750) 1580 (1970) 1750 (2180) 1930 (2410) 2110 (2630)
13.58 16.67 18.69 20.71 22.78 24.77 28.80 32.73 36.62 40.53 44.41 48.18 51.92
520 640 720 800 880 960 1130 1290 1450 1610 1770 1930 2090
* :These size are special light weight sizes. All other sizes are regular weight ( ) : Alternative test pressure Standard Test Pressure psi Grade Grade X46 X52 1530 1730 (1920) (2170) 1730 1960 (2160) (2440) 1910 2160 (2390) (2700) 2110 2390 (2640) (2980) 2310 2610 (2880) (3000)
PIPE
4 1/2
6 5/8
114.3
168.3
0.203
5.16
9.32
13.88
4.23
0.219
5.56
10.01
14.91
4.54
0.237
6.02
10.79
16.07
4.90
0.250
6.35
11.35
16.91
5.15
0.281
7.14
12.66
18.86
5.75
0.312
7.92
13.96
20.79
6.34
0.337
8.59
14.98
22.31
6.80
0.438
11.13
19.00
28.30
8.63
0.531
13.49
22.51
33.53
10.22
0.674 *0.156 0.172 0.188 0.203 0.219 0.250 0.280 0.312 0.344 0.375 0.432
17.12 3.96 4.37 4.78 5.16 5.56 6.35 7.11 7.92 8.74 9.52 10.97
27.54 10.78 11.85 12.92 13.92 14.98 17.02 18.97 21.04 23.08 25.03 28.57
41.02 16.06 17.65 19.24 20.73 22.31 25.35 28.26 31.34 34.38 37.28 42.56
12.50 4.89 5.38 5.87 6.32 6.80 7.73 8.61 9.55 10.48 11.36 12.97
Page 261
2270 (2840) 2450 (3000) 2650 (3000) 2800 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 1480 1640 1790 1930 2080 2380 2660 2970 3000 3000 3000
2490 (3000) 2690 (3000) 2910 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 1620 1790 1960 2110 2280 2600 2920 3000 3000 3000 3000
2810 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 1840 2030 2210 2390 2580 2940 3000 3000 3000 3000 3000
PIPE
0.500 0.562 0.625 0.719
12.70 14.27 15.88 18.26
32.71 36.39 40.05 45.35
48.72 54.20 59.65 67.55
14.85 16.52 18.18 20.59
3000 3000 3000 3000
3000 3000 3000 3000
3000 3000 3000 3000
Grade X42 1140 1370 1480 1600 1830 2020 2280 2350 2510 2740 3000 3000 3000 3000 3000 1250 1350 1450 1660 1850 2040 2280
Standard Test Pressure psi Grade Grade X46 X52 1250 1410 1500 1700 1620 1840 1750 1980 2000 2260 2220 2510 2500 2820 2580 2910 2750 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 1370 1550 1480 1670 1590 1800 1820 2060 2030 2290 2230 2520 2500 2830
ALP 5LX Hight - Test Line Pipe (Continued) Outside Diameter in. mm
8 5/8
219.1
10 3/4
273.0
Wall Thickness in. mm *0.156 3.96 0.188 4.78 0.203 5.16 0.219 5.56 0.250 6.35 0.277 7.04 0.312 7.92 0.322 8.18 0.344 8.74 0.375 9.52 0.438 11.13 0.500 12.70 0.562 14.27 0.625 15.88 0.719 18.26 *0.188 4.78 0.203 5.16 0.219 5.56 0.250 6.35 0.279 7.09 0.307 7.80 0.344 8.74
Weight lbs/ft 14.11 16.94 18.26 19.66 22.36 24.70 27.70 28.55 30.42 33.04 38.30 43.39 48.40 53.40 60.71 21.21 22.87 24.63 28.04 31.20 34.24 38.23
kg/m 21.02 25.23 27.20 29.28 33.31 36.79 41.26 42.53 45.31 49.21 57.05 64.63 72.09 79.54 90.43 31.59 34.06 36.69 41.77 46.47 51.00 56.94
Page 262
kg/ft 6.41 7.69 8.29 8.93 10.15 11.21 12.58 12.96 13.81 15.00 17.39 19.70 21.97 24.24 27.56 9.63 10.38 11.18 12.73 14.16 15.54 17.36
PIPE
0.365 0.438 0.500 0.562 0.625 0.719
(Continued)
Outside Diameter in. mm
12 3/4
323.8
9.27 11.13 12.70 14.27 15.88 18.26
40.48 48.24 54.74 61.15 67.58 77.03
60.29 71.85 81.54 91.08 100.66 114.74
18.38 21.90 24.85 27.76 30.68 34.97
2660 3000 3000 3000 3000 3000
Standard Test Pressure psi Grade Grade X46 X52 1150 1300 1250 1410 1340 1520 1530 1730 1720 1950 1910 2160 2020 2290 2110 2390 2300 2600 2490 2810 2690 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 1220 1400
Wall Thickness in. mm *0.188 4.78 *0.203 5.16 *0.219 5.56 0.250 6.35 0.281 7.14 0.312 7.92 0.330 8.38 0.344 8.74 0.375 9.52 0.406 10.31 0.438 11.13 0.500 12.70 0.562 14.27 0.625 15.88 0.688 17.48 0.750 19.05
lbs/ft 25.22 27.20 29.31 33.38 37.42 41.45 43.77 45.58 49.56 53.52 57.59 65.42 73.15 80.93 88.63 96.12
kg/m 37.57 40.51 43.66 49.72 55.74 61.74 65.20 67.89 73.82 79.72 85.78 97.44 108.96 120.55 132.01 143.17
kg/ft 11.45 12.35 13.31 15.15 16.99 18.82 19.87 20.69 22.50 24.30 26.15 29.70 33.21 36.74 40.24 43.64
Grade X42 1050 1140 1230 1400 1570 1750 1850 1930 2100 2270 2450 2800 3000 3000 3000 3000
*0.219 *0.250
32.23 36.71
48.01 54.68
14.63 16.67
1120 1280
5.56 6.35
Weight
2420 2910 3000 3000 3000 3000
Page 263
3000 3000 3000 3000 3000 3000
1380 1580
PIPE
14
355.6
*0.281 0.312 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750
7.14 7.92 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05
41.17 45.61 50.17 54.57 58.94 63.44 67.78 72.09 80.66 89.28 97.81 106.13
61.32 67.94 74.73 81.28 87.79 94.49 100.96 107.8 120.14 132.98 145.69 158.08
18.69 20.71 22.78 24.77 26.76 28.80 30.77 32.73 36.62 40.53 44.41 48.18
1430 1590 1750 1910 2070 2230 2390 2550 2870 3000 3000 3000
1570 1740 1920 2090 2270 2450 2620 2790 3000 3000 3000 3000
1770 1970 2170 2370 2560 2770 2960 3000 3000 3000 3000 3000
PIPE ASTM A - 120 SCHEDULE 40 Size in 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6
Outside Diameter in 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 4.500 5.563 6.625
mm 21.34 26.67 33.40 42.16 48.26 60.32 73.02 88.90 101.60 114.30 141.30 168.32
Wall Thickness in 0.109 0.113 0.113 0.140 0.145 0.154 0.203 0.216 0.226 0.237 0.258 0.280
mm 2.77 2.87 3.38 3.56 3.68 3.91 5.16 5.49 5.74 6.02 6.55 7.11
Calculated weight of black tube Plain Ends Threads and Test Tressure Couplings lb/ft kg/m lb/ft kg/m psi 0.85 1.3 0.85 1.3 700 1.13 1.7 1.13 1.7 700 1.68 2.5 1.68 2.5 700 2.27 3.4 2.28 3.4 1000 2.72 4.0 2.73 4.1 1000 3.65 5.4 3.68 5.5 1000 5.79 8.6 5.82 8.7 1000 7.58 11.3 7.62 11.4 1000 9.11 13.6 9.20 13.7 1200 10.79 16.1 10.89 16.2 1200 14.26 21.8 14.81 22.1 1200 18.97 28.3 19.18 28.6 1200
Page 264
PIPE
8 8
8.625 8.625
219.1 219.1
0.277 0.322
7.04 8.18
24.70 28.55
36.8 42.5
25.55 29.35
38.1 43.7
1200 1300
Diamensions,weight,wall thickness, and test pressure given in this Table are identical with those of API-5L Standard Weight Threaded Line Pipe Grade A. Since the steel used for naking these ASTM pipes has chemical composition and tensile properties which can meet the API-5L Grade A Line Pipe requirements, these pipes can be used as substitute for API-5L Grade A Threaded Line Pipes.
PIPE ASTM A 53-61T Standard Black and Galvanized
Nominal Oulside Diameter Pipe in in mm *1/8 0.405 10.29 *1/4 0.540 10.72 3/8 0.675 17.15 1/2 0.840 21.34 3/4 1.050 26.67 1 1.315 33.40 1 1/4 1.660 42.16 1 1/2 1.900 48.26 2 2.375 60.33 2 1/2 2.875 73.03 3 3.500 88.90 3 1/2 4.000 101.60 4 4.500 114.30 5 5.563 141.30
Wall Thickness in 0.068 0.088 0.091 0.109 0.113 0.133 0.140 0.145 0.154 0.203 0.216 0.226 0.237 0.258
mm 1.73 2.24 2.31 2.77 2.87 3.38 3.56 3.68 3.91 5.16 5.49 5.74 6.03 6.55
Plain End lbs/ft kg/ft 0.24 0.154 0.42 0.191 0.57 0.259 0.85 0.386 1.13 0.513 1.68 0.762 2.27 1.03 2.72 1.23 3.65 1.66 5.79 2.63 7.58 3.44 9.11 4.13 10.79 4.89 14.62 6.63
Page 265
Weight kg/m 0.357 0.625 0.348 1.26 1.68 2.50 3.38 4.05 5.43 8.62 11.3 13.6 16.1 21.8
Thresds and Compling lbs/ft kg/ft 0.24 0.154 0.42 0.191 0.57 0.259 0.85 0.386 1.13 0.513 1.68 0.762 2.28 1.03 2.73 1.24 3.68 1.67 5.82 2.64 7.62 3.46 9.20 4.17 10.89 4.94 14.81 6.72
PIPE
6 8 8 10 10 12 12 14
6.625 8.625 8.625 10.750 10.750 12.750 12.750 14.000
168.28 219.10 219.10 273.05 273.05 323.85 323.85 355.60
0.280 0.277 0.322 0.279 0.365 0.330 0.375 0.375
7.11 7.04 8.18 7.09 9.27 9.38 9.53 9.53
18.97 24.70 28.55 31.20 40.48 43.77 49.56 54.57
8.60 11.2 13.0 14.2 18.4 19.9 22.5 24.8
28.2 36.8 42.5 46.4 60.2 65.1 73.8 81.3
PIPE ASTM A53 - 61T Extra Strong Black and Galvanized Nominal Outside Diameter Pipe in in mm *1/8 0.405 10.29 *1/4 0.540 13.72 3/8 0.675 17.15 1/2 0.840 21.34 3/4 1.050 26.67 1 1.315 33.40 1 1/4 1.660 42.16 1 1/2 1.900 48.26 2 2.375 60.33 2 1/2 2.875 73.06 3 3.500 88.90 3 1/2 4.000 101.60 4 4.500 114.30 5 5.563 141.30 6 6.625 168.28 8 8.625 219.29 10 10.750 323.85
Wall Thickness in 0.095 0.119 0.126 0.147 0.154 0.179 0.191 0.200 0.218 0.276 0.300 0.318 0.337 0.375 0.432 0.500 0.500
mm 2.41 3.02 3.20 3.73 3.91 4.55 485 5.08 5.54 7.01 7.62 8.08 8.56 9.53 10.97 12.70 12.70
Weight plain End lbs/ft 0.31 0.54 0.74 1.09 1.47 2.17 3.00 3.63 5.02 7.66 10.25 12.51 14.98 20.78 28.57 43.39 65.42
Page 266
kg/ft 0.141 0.245 0.336 0.494 0.667 2.986 1.36 1.65 2.28 3.14 4.65 5.67 6.79 9.43 13.0 19.7 29.7
kg/ft 0.461 0.840 1.10 1.62 2.19 3.23 4.46 5.40 7.47 11.4 15.3 18.6 22.3 31.9 42.5 64.6 97.4
19.81 25.55 29.35 32.75 41.85 45.45 51.15 57.00
8.70 11.6 13.3 14.9 19.0 20.6 23.2 25.9
PIPE
14
14.000
355.60
0.500
12.70
72.09
62.7
107.4
PIPE ASTM A53 - 61T Double Extra Strong Black and Galvanized
Nominal Outside Diameter Pipe in in mm 1/2 0.840 21.34 3/4 1.050 26.67 1 1.315 33.40 1 1/4 1.660 42.16 1 1/2 1.900 48.26 2 2.375 60.32 2 1/2 2.875 73.03 3 3.500 88.90 4 4.500 114.30 5 5.563 141.30 6 6.625 168.28 8 8.625 219.08 10 10.750 273.05 12 12.750 323.85
Wall Thickness in 0.294 0.308 0.358 0.382 0.400 0.436 0.552 0.600 0.674 0.750 0.864 0.875 1.000 1.000
mm 7.47 7.82 9.09 9.70 10.16 11.07 14.02 15.24 17.12 19.05 21.95 22.23 25.40 25.40
Weight plain End lbs/ft 1.71 2.44 3.66 5.21 6.41 9.03 13.70 18.58 27.54 38.55 53.16 72.42 104.13 125.49
kg/ft 0.776 1.11 1.66 2.36 2.91 4.10 6.21 8.43 12.5 17.5 24.1 32.8 47.2 56.8
kg/ft 2.54 3.63 5.45 7.45 9.54 13.4 20.4 27.7 41.0 57.4 79.2 108.0 155.0 187.0
BRITISH STANDARD PIPE BS 1387: 1967 LIGHT Nominsl bore in 1/4 3/8 1/2
mm 8 10 15
Outside diameter
max. in 0.532 0.671 0.841
min. in 0.518 0.656 0.825
max. mm 13.6 17.1 21.4
min. mm 13.2 16.7 21.0
Page 267
Thickness in 0.072 0.072 0.080
mm 1.8 1.8 2.0
Calculated weight of black tube Plain and lb/ft 0.347 0.453 0.640
kg/m 0.517 0.674 0.952
PIPE
3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4
20 25 32 40 50 65 80 90 100
1.059 1.328 1.670 1.903 2.370 2.991 3.491 3.981 4.481
1.041 1.309 1.650 1.882 2.347 2.960 3.460 3.950 4.450
26.9 33.8 42.5 48.4 60.2 76.0 88.7 101.1 113.9
26.4 33.2 41.9 47.8 59.6 75.2 87.9 103.3 113.0
0.092 0.104 0.104 0.116 0.116 0.128 0.128 0.144 0.144
2.35 2.65 2.65 2.9 2.9 3.25 3.25 3.65 3.65
BRITISH STANDARD PIPE BS 1387: 1967 MEDIUM Nominsl bore in 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6
mm 10 15 20 25 32 40 50 65 80 90 100 125 150
Outside diameter
max. in 0.685 0.856 1.072 1.346 1.687 1.919 2.394 3.014 3.524 4.019 4.524 5.534 6.539
min. in 0.660 0.831 1.047 1.316 1.657 1.889 2.354 2.969 3.469 3.959 4.459 5.459 6.459
max. mm 17.4 21.7 27.2 34.2 42.9 48.8 60.8 76.6 89.5 102.1 114.9 140.6 166.1
min. mm 16.8 21.1 26.6 33.4 42.1 48.0 59.8 75.4 88.1 100.6 113.3 138.7 164.1
BRITISH STANDARD PIPE Page 268
Thickness in 0.092 0.104 0.104 0.128 0.128 0.128 0.144 0.144 0.160 0.160 0.176 0.192 0.192
mm 2.35 2.65 2.65 3.25 3.25 3.25 3.65 3.65 4.05 4.05 4.5 4.85 4.85
0.944 1.35 1.73 2.19 2.76 3.90 4.58 5.88 6.64
1.41 2.01 2.58 3.25 4.11 5.80 6.81 8.750 9.89
Calculated weight of black tube Plain and lb/ft 0.573 0.822 1.06 1.64 2.11 2.43 3.42 4.38 5.69 6.53 8.14 10.9 12.9
kg/m 0.852 1.22 1.58 2.44 3.14 3.61 5.10 6.51 8.47 9.718 12.1 10.2 19.2
PIPE
BS 1387: 1967 HEAVY Nominsl bore in 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 Note :
mm 15 20 25 32 40 50 65 80 90 100 125 150
Outside diameter
max. in 0.856 1.072 1.346 1.687 1.919 2.394 3.014 3.524 4.019 4.524 5.534 6.539
min. in 0.813 1.047 1.316 1.657 1.889 2.354 2.969 3.469 3.959 4.459 5.459 6.459
max. mm 21.7 27.2 34.2 42.9 48.8 60.8 76.6 89.5 102.1 114.9 140.6 166.1
min. mm 21.1 26.6 33.4 42.1 48.0 59.8 75.4 88.6 100.6 113.3 138.7 164.1
Thickness in 0.128 0.128 0.160 0.160 0.160 0.176 0.176 0.192 0.192 0.212 0.212 0.212
mm 3.25 3.25 4.05 4.05 4.05 4.5 4.5 4.85 4.85 5.4 5.4 5.4
Calculated weight of black tube Plain and lb/ft 0.977 1.27 2.00 2.58 2.98 4.14 5.31 6.76 7.76 9.71 12.0 14.3
kg/m 1.45 1.90 2.97 3.84 4.43 6.17 7.90 10.1 11.548 14.4 17.8 21.2
1) 3-1/2" nominal size was listed in BS 1387 : 1957 but has been deleted from BS 1387 : 1967. This size is available only by special order. 2) 5" and 6" nominal sizes are also available in Class B BS 1387 : 1947. The wall thickness of Class B 5" and 6" 3) Test pressure is 700 ppsi or 49.2 kg/cm2 for all sizes and same for light, Medium and Heavy
SEAMLESS PIPE BS 1387 - 1957 "MEDIUM" BLACK AND GALVANIZED Nominal Pipe Size
Approx Outside Diameter
Wall Thickness
Page 269
Weight of Black Tube Plain End Threading and Coupling
PIPE
in 1/8 1/4 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6
in 0.406 0.531 0.688 0.844 1.063 1.344 1.688 1.906 2.375 3.000 3.500 4.000 4.500 5.500 6.500
mm SWG 10.319 14 13.494 13 17.462 13 21.431 12 26.987 12 34.131 10 42.862 10 48.419 10 60.325 9 76.200 9 88.900 8 101.600 8 114.300 7 139.700 6 165.100 6
in 0.080 0.092 0.092 0.104 0.104 0.128 0.128 0.128 0.144 0.144 0.160 0.160 0.176 0.192 0.192
mm 2.032 2.337 2.337 2.642 2.642 3.251 3.251 3.251 3.658 3.658 4.064 4.064 4.470 4.877 4.877
lbs/ft 0.273 0.437 0.573 0.820 1.06 1.64 2.11 2.43 3.42 4.38 5.69 6.54 8.13 10.9 12.9
kg/ft 0.124 0.198 0.260 0.373 0.481 0.744 0.957 1.10 1.55 1.99 2.70 2.96 3.69 4.94 6.85
kg/m 0.406 0.650 0.853 1.22 1.58 2.44 3.14 3.62 5.09 6.52 8.47 9.72 12.1 16.2 19.2
lbs/ft 0.275 0.440 0.578 0.827 1.07 1.65 2.13 2.46 3.47 4.46 5.80 6.66 8.34 11.2 19.2
SEAMLESS PIPE BS 1387 - 1957 "HEAVY" BLACK AND GALVANIZED Nominal Pipe Size in 1/8 1/4 3/8 1/2 3/4 1 1 1/4
Approx Outside Diameter in 0.406 0.531 0.688 0.844 1.063 1.344 1.638
mm 10.319 13.494 17.462 21.431 26.987 34.131 42.862
Wall Thickness
SWG 12 11 11 10 10 8 8
in 0.104 0.116 0.116 0.128 0.128 0.160 0.160
mm 2.642 2.946 2.946 3.251 3.251 4.064 4.064
Page 270
Weight of Black Tube Plain End Threading and Coupling lbs/ft 0.311 0.517 0.686 0.975 1.27 2.00 2.58
kg/ft 0.150 0.235 0.311 0.443 0.576 0.907 1.17
kg/m 0.493 0.769 1.02 1.45 1.89 2.98 3.84
lbs/ft 0.333 0.520 0.693 0.982 1.28 2.01 2.60
PIPE
1 1/2 2 2 1/2 3 3 1/2 4 5 6
1.906 2.375 3.000 3.500 4.000 4.500 5.500 6.500
48.419 60.325 76.200 88.900 101.600 114.300 139.700 165.100
8 7 7 6 6 5 5 5
0.160 0.176 0.176 0.192 0.192 0.212 0.212 0.212
4.064 4.470 4.470 4.877 4.877 5.385 5.385 5.385
2.98 4.14 5.31 6.79 7.73 9.68 12.0 14.3
1.35 1.88 2.41 3.07 3.52 4.40 5.44 6.49
PROPERTIES OF PIPE
4.43 6.16 7.90 10.1 11.5 14.4 17.9 21.3
3.01 4.20 5.39 6.86 7.87 9.88 12.3 14.7
The following formulas wep used in the computation of the values shown in the table: Weight of pipe per foot (pounds) = 10.6802 (D-t) The ferritic stainless steels may about 5% le Weight of Water per foot (pounds) = 0.3405d2 the sustentic stainless steels about 2% greate Square feet Outside Surface per foot = 0.2618D values shown in this table which are based o Square feet Outside Surface per foot = 0.2618d for carbon steel. Inside Area (square inches) = 0.785d2 Area of Metal (sQuare inches) = 0.785 (D2 - d2) Moment of lnertia (inches4) = 0.0491(D4 - d4) = AmRs2 Section Modulus (inches3) = 0.0582 (D4 - d4) D Radius of Gyration (inches) = 0.25 D2 + d2 Am d D Rs t
= = = = =
Area of Metal (square inches) Inside Diameter (inches) Outside Diameter (inches) Radius of Gyration (inches) Pipe Wall Thickness ( inches)
*Note : a. U.S.A.S.B 36.10 SteelPipe Schedule Numbers. b. U.S.A.S.B 36.10 Steel Pipe Norminal Wall Thickness Designations>
Page 271
PIPE
c. U.S.A.S.B.36.19 Stainless Steel Pipe Schedule Numbers. Schedule 5S and 10S wall thickness do not permit threading in accordance with U.S.A.S.B2.1. Nominal Schedule Wall Inside Inside Metal Sq Ft Sq Ft Thick- Diameter, Area Pipe Size Number* Area Outside Inside Outside ness Surface Sirface Diameter in a b c in in sq in sq in per ft per ft 10S 0.049 0.307 0.0704 0.0548 0.106 0.0804 1/8 40 Std 40S 0.068 0.269 0.0568 0.0720 0.106 0.0705 0.405 80 XS 80S 0.095 0.215 0.0364 0.0925 0.106 0.0563 10S 0.065 0.410 0.1320 0.0970 0.141 0.1073 1/4 40 Std 40S 0.088 0.364 0.1041 0.1250 0.141 0.0955 0.540 80 XS 80S 0.119 0.302 0.0716 0.1574 0.141 0.0794 10S 0.065 0.545 0.2333 0.1246 0.177 0.1427 3/8 40 Std 40S 0.091 0.493 0.1610 0.1670 0.177 0.1295 0.675 80 XS 80S 0.126 0.423 0.1405 0.2173 0.177 0.1106 10S 0.083 0.674 0.357 0.1974 0.220 0.1765 40 Std 40S 0.109 0.622 0.304 0.2503 0.220 0.1628 1/2 80 XS 80S 0.147 0.546 0.2340 0.320 0.220 0.1433 0.840 160 0.187 0.466 0.1706 0.383 0.220 0.1220 XXS 0.294 0.252 0.0499 0.504 0.220 0.0660 5S 0.065 0.920 0.665 0.2011 0.275 0.2409 10S 0.083 0.884 0.614 0.2521 0.275 0.2314 3/4 40 Std 40S 0.113 0.824 0.533 0.333 0.275 0.2157 1.050 80 XS 80S 0.154 0.742 0.432 0.435 0.275 0.1943 160 0.218 0.614 0.2961 0.570 0.275 0.1607 XXS 0.308 0.434 0.1479 0.718 0.275 0.1137 5S 0.065 1.185 1.103 0.2553 0.344 0.310 10S 0.109 1.097 0.945 0.413 0.344 0.2872 1 40 Std 40S 0.133 1.049 0.864 0.494 0.344 0.2746 1.315 80 XS 80S 0.179 0.957 0.719 0.639 0.344 0.2520
Page 272
PIPE
1 1/4 1.660
1 1/2 1.900
160 40 80 160 -
XXS Std XS XXS -
5S 10S 40S 80S 5S 10S
0.250 0.358 0.065 0.109 0.140 0.191 0.250 0.382 0.065 0.109
0.815 0.599 1.530 1.442 1.380 1.278 1.160 0.896 1.770 1.682
0.522 0.2818 1.839 1.633 1.496 1.283 1.057 0.631 2.461 2.222
0.836 1.076 0.326 0.531 0.669 0.811 1.107 1.534 0.375 0.613
Inside Inside Thick- Diameter, Area ness
Metal Area
in 0.145 0.200 0.281 0.400 0.065 0.109 0.154 0.218 0.343 0.436 0.083 0.120 0.203 0.276
sq in 0.799 1.068 1.429 1.885 0.472 0.776 1.075 1.477 2.190 2.656 0.728 1.039 1.704 2.254
PRORERTIES OF PIPE (Continued) Nominal Pipe Size Outside Diameter in 1 1/2 1.900
2 2.375
2 1/2 2.875
Schedule Number*
a 40 80 160 40 80 160 40 80
b Std XS XXS Std XS XXS Std XS
Wall
c 40S 80S 5S 10S 40S 80S 5S 10S 40S 80S
in 1.610 1.500 1.338 1.100 2.245 2.157 2.067 1.393 1.689 1.503 2.709 2.635 2.469 2.323
Page 273
sq in 2.036 1.767 1.406 0.950 3.96 3.65 3.36 2.953 2.240 1.774 5.76 5.45 4.79 4.24
0.344 0.344 0.434 0.434 0.434 0.434 0.434 0.434 0.497 0.497
0.2134 0.1570 0.401 0.378 0.361 0.335 0.304 0.2346 0.463 0.440
Sq Ft Sq Ft Outside Inside Surface Sirface per ft 0.497 0.497 0.497 0.497 0.622 0.662 0.622 0.622 0.622 0.622 0.753 0.753 0.753 0.753
per ft 0.421 0.393 0.350 0.288 0.588 0.565 0.541 0.508 0.442 0.393 0.709 0.690 0.646 0.608
PIPE
3 3.500
3 1/2 4.000
4 4.500
5 5.563
6 6.625
160 40 80 160 40 80 40 80 120 160 40 80 120 160 40 80 120
XXS Std XS XXS Std XS Std XS XXS Std XS XXS Std XS -
5S 10S 40S 80S 5S 10S 40S 80S 5S 10S 40S 80S 5S 10S 40S 80S 5S 10S 40S 80S -
0.375 0.552 0.083 0.120 0.216 0.300 0.437 0.600 0.083 0.120 0.226 0.318 0.083 0.120 0.237 0.337 0.437 0.531 0.674 0.109 0.134 0.258 0.375 0.500 0.625 0.750 0.109 0.134 0.280 0.432 0.562
2.125 1.771 3.334 3.260 3.068 2.900 2.626 2.300 3.834 3.760 3.548 3.364 4.334 4.260 4.026 3.826 3.624 3.438 3.152 5.345 5.295 5.047 4.813 4.563 4.313 4.063 6.407 6.357 6.065 5.761 5.501
Page 274
3.55 2.464 8.73 8.35 7.39 6.61 5.42 4.15 11.55 11.10 9.98 8.89 14.75 14.25 12.73 11.50 10.33 9.28 7.80 22.44 22.02 20.01 18.19 16.35 14.61 12.97 32.2 31.7 28.89 26.07 23.77
2.945 4.03 0.891 1.274 2.228 3.02 4.21 5.47 1.021 1.463 2.680 3.68 1.152 1.651 3.17 4.41 5.58 6.62 8.10 1.868 2.285 4.30 6.11 7.95 9.70 11.34 2.231 2.733 5.58 8.40 10.70
0.753 0.753 0.916 0.916 0.916 0.916 0.916 0.916 1.047 1.047 1.047 1.047 1.178 1.178 1.178 1.178 1.178 1.178 1.178 1.456 1.456 1.456 1.456 1.456 1.456 1.456 1.734 1.734 1.734 1.734 1.734
0.556 0.464 0.873 0.853 0.803 0.759 0.687 0.602 1.004 0.984 0.929 0.881 1.135 1.115 1.054 1.002 0.949 0.900 0.825 1.399 1.386 1.321 1.260 1.195 1.129 1.064 1.677 1.664 1.588 1.508 1.440
PIPE
8 8.625
160 20 30 40 60 80
XXS Std XS
5S 10S 40S 80S
0.718 0.864 0.109 0.148 0.250 0.277 0.322 0.406 0.500
5.189 4.897 8.407 8.329 8.125 8.071 7.981 7.813 7.625
21.15 18.83 55.5 54.5 51.8 51.2 50.0 47.9 45.7
13.33 15.64 2.916 3.94 6.58 7.26 8.40 10.48 12.76
Inside Inside Thick- Diameter, Area ness
Metal Area
in 0.593 0.719 0.812 0.875 0.906 0.134 0.165 0.250 0.279 0.307 0.365 0.500 0.594 0.719
sq in 14.96 17.84 19.93 21.30 21.97 4.52 5.49 8.26 9.18 10.07 11.91 16.10 18.92 22.63
1.734 1.734 2.258 2.258 2.258 2.258 2.258 2.258 2.258
1.358 1.282 2.201 2.180 2.127 2.113 2.089 2.045 1.996
PROPERTIES OF PIPE(Continued) Nominal Pipe Size Outside Diameter in
8 8.62 -
10 10.750
Schedule Number*
a 100 120 140 160 20 30 40 60 80 100
b XXS Std XS -
Wall
c -
in 7.439 7.187 7.001 6.875 6.813 10.482 10.420 10.250 10.192 10.136 10.020 9.750 9.562 9.312
Page 275
sq in 48.5 40.6 38.5 37.1 36.5 86.3 85.3 82.5 81.6 80.7 78.9 74.7 71.8 68.1
Sq Ft Sq Ft Outside Inside Surface Sirface per ft 2.258 0.258 2.258 2.258 2.258 2.815 2.815 2.815 2.815 2.815 2.815 2.815 2.815 2.815
per ft 1.948 1.882 1.83 1.800 1.784 2.744 2.728 2.683 2.668 2.654 2.623 2.553 2.504 2.438
PIPE
12 12.750
14 14.000
120 140 160 20 30 40 60 80 100 120 140 160 10 20 30 40 60 80 100 120 140 160
Std XS Std XS -
-
0.844 1.000 1.125 0.165 0.180 0.250 0.330 0.375 0.406 0.500 0.562 0.687 0844 1.000 1.125 1.312 0.250 0.312 0.375 0.437 0.500 0.562 0.593 0.625 0.687 0.750 0.875 0.938 1.094 1.250 1.406
9.062 8.750 8.500 12.420 12.390 12.250 12.090 12.000 11.938 11.750 11.626 11.376 11.062 10.750 10.500 10.126 13.500 13.376 13.250 13.126 13.000 12.876 12.814 12.750 12.626 12.500 12.250 12.124 11.812 11.500 11.188
Page 276
64.5 60.1 56.7 121.2 120.6 117.9 114.8 311.1 111.9 108.4 106.2 101.6 96.1 90.8 86.6 80.5 143.1 140.5 137.9 135.3 132.7 130.2 129.0 127.7 125.2 122.7 117.9 115.5 109.6 103.9 98.3
26.24 30.6 34.0 6.52 7.11 9.84 12.88 14.58 15.74 19.24 21.52 26.04 31.5 36.9 41.1 47.1 10.80 13.42 16.05 18.62 21.21 23.73 24.98 26.26 28.73 31.2 36.1 38.5 44.3 50.1 55.6
2.815 2.815 2.815 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.34 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2.373 2.291 2.225 3.25 3.24 3.21 3.17 3.14 3.13 3.08 3.04 2.987 2.897 2.814 2.749 2.651 3.53 3.50 3.47 3.44 3.40 3.37 3.35 3.34 3.31 3.27 3.21 3.17 3.09 3.01 2.929
PIPE
16 16.000
10 20 30 40 60 80
Std XS -
-
0.250 0.312 0.375 0.437 0.500 0.562 0.625 0.656 0.687 0.750 0.844
15.500 15.376 15.250 15.126 15.000 14.876 14.750 14.688 14.626 14.500 14.312
188.7 185.7 182.6 179.7 176.7 173.8 170.9 169.4 168.0 165.1 160.9
12.37 15.38 18.41 21.37 24.35 27.26 30.2 31.6 33.0 35.9 40.1
Inside Inside Thick- Diameter, Area ness
Metal Area
in 0.875 1.031 1.219 1.437 1.594 0.250 0.312 0.375 0.437 0.500 0.562 0.625
sq in 41.6 48.5 56.6 65.7 72.1 13.94 17.34 20.76 24.11 27.49 30.8 34.1
4.19 4.19 4.19 4.19 4.19 4.19 4.19 4.19 4.19 4.19 4.19
4.06 4.03 3.99 3.96 3.93 3.89 3.86 3.85 3.83 3.80 3.75
PROPERTIES OF PIPE(Continued) Nominal Pipe Size Outside Diameter in
16 16.000
18
Schedule Number*
a 100 120 140 160 10 20 30 40 -
b Std Xs -
Wall
c -
in 14.250 13.938 13.562 13.124 12.812 17.500 17.376 17.250 17.126 17.000 16.876 16.750
Page 277
sq in 159.5 152.6 144.5 135.3 129.0 240.5 237.1 233.7 230.4 227.0 223.7 220.5
Sq Ft Sq Ft Outside Inside Surface Sirface per ft 4.19 4.19 4.19 4.19 4.19 4.71 4.71 4.71 4.71 4.71 4.71 4.71
per ft 3.73 3.65 3.55 3.44 3.35 4.58 4.55 4.52 4.48 4.45 4.42 4.39
PIPE
18.000
20 20.000
60 80 10 120 140 160 10 20 30 40 -. 60 80 100 120 140 160 10 20 30
Std Xs Std Xs -
-
0.687 0.750 0.875 0.938 1.156 1.375 1.562 1.781 0.250 0.312 0.375 0.437 0.500 0.562 0.593 0.625 0.687 0.750 0.812 0.875 1.031 1.281 1.500 1.750 1.969 0.250 0.312 0.375 0.437 0.500 0.562
16.626 16.500 16.250 16.124 15.688 15.250 14.876 14.438 19.500 19.376 19.250 19.126 19.000 18.876 18.814 18.750 18.626 18.500 18.376 18.250 17.938 17.438 17.000 16.500 16.062 23.500 23.376 23.250 23.126 23.000 22.876
Page 278
217.1 213.8 207.4 204.2 193.3 182.6 173.8 163.7 298.6 294.9 291.0 287.3 283.5 279.8 278.0 276.1 272.5 268.8 265.2 261.6 252.7 238.8 227.0 213.8 202.7 434 430 425 420 415 411
37.4 40.6 47.1 50.2 61.2 71.8 80.7 90.7 15.51 19.30 23.12 26.86 30.6 34.3 36.2 38.0 41.7 45.4 48.9 52.6 61.4 75.3 87.2 100.3 111.5 18.65 23.20 27.83 32.4 36.9 41.4
4.71 4.71 4.71 4.71 4.71 4.71 4.71 4.71 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 5.24 6.28 6.28 6.28 6.28 6.28 6.28
4.35 4.32 4.25 4.22 4.11 3.99 3.89 3.78 5.11 5.07 5.04 5.01 4.97 4.94 4.93 4.91 4.88 4.84 4.81 4.78 4.70 4.57 4.45 4.32 4.21 6.15 6.12 6.09 6.05 6.02 5.99
PIPE
24 24.000
30 30.000
40 60 80 100 120 140 160 10 20 30
-
-
0.625 0.687 0.750 0.969 1.219 1.531 1.812 2.062 2.344 0.312 0.500 0.625
22.750 22.626 22.500 22.062 21.562 20.938 20.376 19.876 19.312 29.376 29.000 28.750
Page 279
406 402 398 382 365 344 326 310 293 678 661 649
45.9 50.3 54.8 70.0 87.2 108.1 126.3 142.1 159.4 29.1 46.3 57.6
6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 6.28 7.85 7.85 7.85
5.96 5.92 5.89 5.78 5.65 5.48 5.33 5.20 5.06 7.69 7.59 7.53
PIPE
Page 280
PIPE
Page 281
PIPE
Radius of gyratice of Area cm 17.4 17.3 17.2 17.6 17.5 17.5 17.4 17.3 17.2 19.4 19.3 19.2 19.1 19.0 20.9 20.8 20.7
Page 282
PIPE
20.7 21.2 21.1 21.1 21.0 20.9 20.8 24.4 24.3 24.3 24.2 24.8 24.7 24.7 24.6 24.5 24.4 28.4 28.3 28.2 28.2 28.1 28.0 31.9 31.8 31.8 31.7 31.5 35.5 35.4 35.4
Page 283
PIPE
35.2 35.2
Bending test Flattening test Inside radius(D is Distance between flat outside diameter
plates (D is outside
6D 6D 6D 6D 6D
2/3D 2/3D 7/8D 7/8D 7/8D
of tube)
diameter of tube)
Page 284
PIPE
Page 285
PIPE
Page 286
PIPE
Page 287
PIPE
Page 288
PIPE
Modulus of Section Zy cm3 153 120 103 80.9 60.6 62.4 49.9 37.5
Page 289
PIPE
28.0 26.3 20.2 15.2 9.44 6.89 6.36 4.68 115 90.9 88.8 70.4 52.5 48.5 33.2 31.1 23.3 15.2 11.6 10.2 7.84
Radius of Gyration iy in 0.188 0.184 1.178
Page 290
PIPE
0.175 0.239 0.235 0.229 0.225 0.290 0.286 0.280 0.276 0.340 0.337 0.330 0.326 0.328 0.382 0.378 0.376 0.369 0.359 0.356 0.490 0.484 0.480 0.477 0.470 0.460 0.458 0.592 0.586 0.582 0.578
Page 291
PIPE
0.572 0.566 0.560 0.759 0.741 0.726 0.696
Radius of Gyration iy in 0.963 0.961 0.934 0.930 0.900 1.17 1.16 1.14 1.13 1.10 1.37 1.37 1.34 1.34 1.31 1.57 1.54
Page 292
PIPE
1.54 1.50 1.47 1.44 1.8 1.95 1.95 1.92 1.88 1.85 2.36 2.35 2.32 2.29 2.26 2.76 2376 2.74 2.69 2.68 3.17 3.17 3.13 3.10 3.06
Radius of Gyration iy
Page 293
PIPE
in 0.355 0.351 0.344 0.565 0.553 0.546 0.539 0.535 0.529 0.724 0.761 0.711 0.709 0.702 0.690 0.678 1.10 1.10 1.07 1.06 1.03 0.992 1.42 1.42 1.39 1.38 1.35 1.31
Page 294
PIPE
Radius of Gyration iy in 1.74 1.73 1.70 1.70 1.66 2.04 2.03 1.99 1.99 1.64 1.63 1.60 1.60 1.56 1.52 1.51 1.48 1.48 1.45 1.41 1.86 1.81 1.81 1.76 1.72 1.68
Page 295
PIPE
2.16 2.12 2.12 2.08 2.24 1.99 2.25 2.22 2.22 2.18 2.14 2.10
Radius of Gyration iy in 2.55 2.51 2.47 2.43 2.87 2.87 2.83 2.79 2.74 2.64 2.63 2.60
Page 296
PIPE
2.56 2.52 3.04 3.04 3.00 2.96 2.92
Tolerance on wall thickness
+ not specified - 12.5%
Weight excluding socket kg/m 0.419 0.652 0.851 1.31 1.68 2.43 3.38 3.89 5.31 7.47 8.79 10.1 12.2 15.0 19.8 24.2 30.1
Page 297
PIPE
36.0 42.4 53.0 67.7 77.6 87.5 97.4
Nominal Wall Thickness
edute 20 Schedute 30 Schedute 40 Schedute 50 Hydrostatic Wall Hydrostatic Wall Hydrostatic Wall test presure Thickness Weight test presure Thickness Weight test presure Thickness Weight kg/cm2(bar) kg/cm2(bar) kg/cm2(bar) class mm kg/m class class mm kg/m class class mm kg/m 3 2 3 2 3 50 50 1.7 0.369 (49.0) (49.0) 2.2 0.450 50 50 2.2 0.629 (49.0 (49.0) 2.4 0.675 50 50 2.3 0.851 (49.0) (49.0) 2.8 1.00 50 50 2.8 1.31 (49.0) (49.0) 3.2 1.46 50 50 2.9 1.74 (49.0) (49.0) 3.4 2.00 50 50 3.4 3.57 (49.0) (49.0) 3.9 2.89 70 100
Page 298
PIPE
100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 70 (68.6) 70 (68.6) 70 (68.6) 50 (49.0) 50 (49.0) 50 (49.0)
7.0
36.1
7.8
49.9
8.4
64.2
9.5
81.1
9.5
93.0
11.1
122
12.7
155
100
100
70
100
70
70
70
70
70 70 (98.07) (98.07) 70 70 (68.6) (68.6) 70 70 (68.6) (68.6)
3.6
3.47
3.7
4.10
3.9
5.44
5.2
9.12
5.5
11.3
5.7
13.5
6.0
16.0
6.6
21.7
7.1
27.7
8.2
42.1
9.3
59.2
10.3
78.3
11.1
94.3
12.7
123
14.3
156
15.1
184
Page 299
(68.6) 70 (68.6) 70 (68.6) 70 (68.6) 70 (68.6) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 70 (68.6) 70 (68.6 70 (68.6) 70 (68.6)
(98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07) 100 (98.07)
4.5
4.24
4.5
4.89
4.9
6.72
6.0
10.4
6.6
13.4
7.0
16.3
7.1
18.8
8.1
26.3
9.3
35.8
10.3
52.3
12.7
79.8
14.3
107
15.1
127
16.7
160
19.0
205
20.6
248
PIPE
50 (49.0) 50 (49.0) 50 (49.0)
12.7
171
14.3
228
70 (68.6) 70 (68.6)
70 (68.6) 70 (68.6)
15.9
213
Unit : kg/m 10.3
11.1
11.9
12.7
13.1
15.1
15.9
139 152 165 178 191 204 217 230 255 281 307
150 164 178 192 206 219 233 247 275 303 331
160 175 190 205 220 235 250 265 295 324 354 399
171 187 203 219 235 251 266 282 314 346 378 426
258 275 291 324 357 390 439
297 316 335 373 411 448 505
312 332 352 392 432 472 532
Page 300
70 (68.6)
100 (98.07)
kness
PIPE
444
473
488 521 587
562 600 675 751
Weight Schedule 40 Weight
Schedule 60 Wall Weight thickness kg/m mm kg/m 0.339 0.629 0.851 1.31 1.74
Page 301
591 631 711 791
PIPE
2.57 3.47 4.10 5.44 9.12 11.3 13.5 16.0 21.7 27.7 42.1 59.2 78.3 94.3 123 156 184
10.3 12.7 14.3 15.1 16.7 19.0 20.6
Nomal diameter A 6 8 10 15
B
1/8 1/4 3/8 1/2
52.3 79.8 107 127 160 205 248
Outside diameter mm 10.5 13.8 17.3 21.7
Page 302
PIPE
20 25 32 40 50 65 80 90 100 125 150 200 250 300 350 400 450 500
3/4 1 1 1/2 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20
27.2 34.0 42.7 48.6 60.5 76.3 89.1 101.6 114.3 139.8 165.2 216.3 267.4 318.5 355.6 406.4 457.2 508.0
Norminal wall thickness Schedule 40 Schedule 80 Schedule 120 Schedule 160 Weight Wall Weight Wall Weight Wall Weight thickness thickness thickness kg/m mm kg/m mm kg/m mm kg/m 0.369 2.4 0.479 0.629 3.0 0.799 0.851 3.2 1.11 1.31 3.7 1.64 4.7 1.97 1.71 3.9 2.24 5.5 2.94 2.57 4.5 3.27 6.4 4.36
Page 303
)
PIPE
3.47 4.10 5.44 9.12 11.3 13.5 16.0 21.7 27.7 42.1 59.2 78.3 94.3 123 156 185
4.9 5.1 5.5 7.0 7.6 8.1 8.6 9.5 11.0 12.7 15.1 17.4 19.0 21.4 23.8 26.2
4.57 5.47 7.46 12.0 15.3 18.7 22.4 30.5 41.8 63.8 93.9 129 158 203 254 311
11.1 12.7 14.3 18.2 21.4 25.4 27.8 30.9 34.9 38.1
28.2 39.8 53.2 88.9 130 184 225 286 363 411
6.4 7.1 8.7 9.5 11.1 12.7 13.5 15.9 18.2 23.0 28.6 33.3 35.7 40.5 45.2 50.0
Physical Requirement Yield Tensile Ti Strength Strength Eiongation min. min. pis min. pis (kg/mm2) (kg/mm2) 30,000 48,000 (21.1) (33.7) 35,000 60,000 (26.4) (42.2) -
42,000
60,000
Page 304
5.73 7.27 11.1 15.6 21.4 27.8 33.6 48.6 66.0 110 168 234 282 365 459 565
PIPE
(29.5) 46,000 (32.3)
-
0.03
52,000 (36.6) 56,000 (3) (39.2) 52,000 (36.6) 65,000 (45.7)
(42.2) 63,000 See (44.3) foot (4) note 66,000 (5) (46.4) (4) 71,000 (49.9) (4) 66,000 (46.4) (4) 77,000 (54.1)
minimum elogation in 2 inches shall be that detemined by the
e - 625,000 A 0.2 U 0.9 e = minimum elongation in 2 inches in percent. ss section area of the tensile test spedcimen in aquare inches, square inch,whichever is smaller. ecified tensile strength,psi.
Dimension and Weight Weight
Length
Page 305
PIPE
Single Lengths: * standard-weight, * regular-weight * extra-strong * double-extra-strong +10.0% -3.5 * special plain * special light-weight +10.0% -5.0 Carload Lot (min.40,000 lb) -7.75%
See foot note (6)
Shortest Length 17'-6"(5.33m) 35'-0"(10.67m) 35-0"(10.67m)
Page 306
PIPE
Page 307
PIPE
Test Pressure psi Grade A Grade B Alt Std Alt 700 850 700 850 700 850 700 850 1000 700 850 1000 700 850 1000 1300 1900 2300 1300 1900 2300 2500 2500 2500 -
Page 308
PIPE
-
2500 2500 2500
-
Test Pressure psi Grade A Grade B Alt Std Alt 1500 1870 2260 2500 2500 2500 2500 2500 1310 1640 1970 2370 2620 2800 2800 1170 1320 1460 1610 1750 1890 2040 2210 -
Page 309
PIPE
-
2330 2620 2800 2800 2800 2800 2800
-
Test Pressure psi Grade A Grade B Alt Std Alt 940 1180 1420 1650 1950 2120 2360 2600 2800 2800 2800 2800 960 890 1120 1060 990 1240 1170 1090 1360 1280 1190 1490 1380 1290 1610 1490 1390 1740 1700 1580 1980
Page 310
PIPE
1900 2120 2340 2550 2800 2800 2800 2800 2800 2800
1780 1980 2180 2380 2740 2800 2800 2800 2800 2800
2220 2470 2730 2800 2800 2800 2800 2800 2800 2800
Test Pressure psi Grade A Grade B Alt Std Alt 810 760 950 980 920 1140 1140 1070 1330 1300 1220 1520 1450 1350 1690 1630 1520 1990 1680 1570 1960 1790 1680 2090 1960 1830 2280 2290 2130 2670 2610 2430 2800 2800 2740 2800 2800 2800 2800 2800 2800 2800 2800 2800 2800 790 730 920
Page 311
PIPE
920 1050 1170 1290 1440 1530 1830 2090 2350 2620 2800 2800
860 980 1090 1200 1340 1430 1710 1950 2200 2440 2800 2800
1070 1220 1360 1500 1680 1780 2140 2440 2740 2800 2800 2800
Test Pressure psi Grade A Grade B Alt Std Alt 660 620 770 770 720 900 880 820 1030 990 930 1160 1100 1030 1280 1160 1090 1360 1210 1130 1420 1320 1240 1540 1550 1440 1800 1760 1650 2060 1980 1850 2310 2210 2060 2570 2430 2270 2800 2650 2470 2800
Page 312
PIPE
650 800 900 1000 1110 1210 1410 1610 1810 2010 2210 2410 2610
610 750 840 940 1030 1120 1310 1500 1690 1880 2060 2250 2440
e size are special light weight sizes. other sizes are regular weight ternative test pressure Standard Test Pressure psi Grade Grade X56 X60 1870 2000 (2330) (2500) 2110 2260 (2630) (2820) 2330 2500 (2910) (3000) 2570 2750 (3000) (3000) 2810 3000 (3000) (3000)
760 940 1050 1170 1290 1410 1640 1880 2110 2340 2580 2800 2800
Grade X65 2170 (2710) 2440 (3000) 2700 (3000) 2980 (3000) 3000 (3000)
Page 313
PIPE
3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 1980 2180 2380 2570 2780 3000 3000 3000 3000 3000 3000
3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 2120 2340 2550 2760 2980 3000 3000 3000 3000 3000 3000
3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 3000 (3000) 2300 2530 2770 2990 3000 3000 3000 3000 3000 3000 3000
Page 314
PIPE
3000 3000 3000 3000
3000 3000 3000 3000
3000 3000 3000 3000
Standard Test Pressure psi Grade Grade X56 X60 1520 1630 1830 1960 2000 2120 2130 2290 2430 2610 3000 2890 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 1660 1780 1800 1930 1940 2080 2210 2370 2470 2650 2720 2910 3000 3000
Grade X65 1760 2130 2290 2480 2830 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 1930 2090 2250 2570 2870 3000 3000
Page 315
PIPE
3000 3000 3000 3000 3000 3000
3000 3000 3000 3000 3000 3000
3000 3000 3000 3000 3000 3000
Standard Test Pressure psi Grade Grade X56 X60 1400 1500 1520 1620 1640 1750 1870 2000 2100 2250 2330 2500 2460 2640 2570 2750 2800 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000
Grade X65 1630 1760 1900 2470 2440 2700 2860 2980 3000 3000 3000 3000 3000 3000 3000 3000
1490 1700
1600 1820
1730 1970
Page 316
PIPE
1910 2120 2340 2550 2760 2980 3000 30000 3000 3000 3000 3000
2050 2270 2510 2730 2960 3000 3000 3000 3000 3000 3000 3000
2220 2460 2720 2960 3000 3000 3000 3000 3000 3000 3000 3000
ack tube Test Tressure kg/cm2 49.2 49.2 49.2 70.3 70.3 70.3 70.3 70.3 84.3 84.4 84.4 84.4
Page 317
PIPE
84.4 91.4
Number
esds and Compling of Threade kg/m 0.357 27 0.625 18 0.848 18 1.26 14 1.68 14 2.50 11 1/2 3.39 11 1/2 4.06 11 1/2 5.48 11 1/2 8.66 8 11.3 8 13.7 8 16.2 8 22.0 8
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PIPE
28.5 38.0 43.7 48.7 62.3 67.6 76.1 84.9
8 8 8 8 8 8 8 8
Page 319
PIPE
lculated weight of black tube Screwed and socketed lb/ft kg/m 0.350 0.521 0.457 0.680 0.646 0.961
Page 320
PIPE
0.954 1.36 1.75 2.22 2.81 3.98 4.69 6.00 6.84
1.42 2.03 2.61 3.29 4.18 5.92 6.98 8.929 10.2
lculated weight of black tube Screwed and socketed lb/ft kg/m 0.577 0.858 0.828 1.23 1.07 1.59 1.65 2.46 2.13 3.17 2.46 3.65 3.47 5.17 4.46 6.63 5.80 8.64 6.65 9.896 8.34 12.4 11.2 16.7 13.3 19.8
Page 321
PIPE
lculated weight of black tube Screwed and socketed lb/ft kg/m 0.983 1.46 1.28 1.91 2.01 2.99 2.60 3.87 3.01 4.47 4.19 6.24 5.39 8.02 6.87 10.3 7.88 11.727 9.91 14.7 12.3 18.3 14.7 21.8
of Black Tube Number Threading and Coupling of Threads per inch
Page 322
PIPE
kg/ft 0.125 0.200 0.262 0.376 0.485 0.748 0.966 1.12 1.57 2.02 2.63 3.02 3.78 5.08 6.03
kg/m 0.409 0.655 0.859 1.23 1.59 2.46 3.17 3.66 5.16 6.64 8.63 9.90 12.4 16.7 19.8
28 19 19 14 14 11 11 11 11 11 11 11 11 11 11
of Black Tube Number Threading and Coupling of Threads per inch kg/ft kg/m 0.151 0.496 28 0.236 0.774 19 0.313 1.03 19 0.446 1.46 14 0.581 1.91 14 0.912 2.99 11 1.18 3.87 11
Page 323
PIPE
1.37 1.90 2.45 3.12 3.57 4.50 5.58 6.67
4.48 6.24 8.20 10.2 11.7 14.7 18.3 21.9
11 11 11 11 11 11 11 11
ritic stainless steels may about 5% less,and tentic stainless steels about 2% greater than the shown in this table which are based on weights
Page 324
U.S.A.S.B2.1.
PIPE
Weight Weight Moment Section Radius per ft, of Water of Modulus, Gyration per ft, Inertia. lb 0.186 0.245 0.315 0.330 0.425 0.535 0.423 0.568 0.739 0.671 0.851 1.088 1.304 1.714 0.684 0.857 1.131 1.474 1.937 2.441 0.868 1.404 1.679 2.172
lb 0.0321 0.0246 0.0157 0.0572 0.0451 0.0310 0.1011 0.0827 0.0609 0.1547 0.1316 0.1013 0.0740 0.0216 0.2882 0.2661 0.2301 0.1875 0.1284 0.0641 0.478 0.409 0.374 0.311
in4 0.00088 0.00106 0.00122 0.00279 0.00331 0.00378 0.00586 0.00730 0.00862 0.01431 0.01710 0.02010 0.02213 0.02425 0.02451 0.02970 0.0370 0.0448 0.0527 0.0579 0.0500 0.0757 0.0874 0.1056
in4 0.00437 0.00525 0.00600 1.01032 0.01230 0.01395 0.01737 0.02160 0.02554 0.0341 0.0407 0.0478 0.0527 0.0577 0.0467 0.0566 0.0706 0.0853 0.1004 0.1104 0.0760 0.1151 0.1329 0.1606
in 0.1271 0.1216 0.1164 0.1694 0.1628 0.1547 0.2169 0.2090 0.1991 0.2692 0.2613 0.2505 0.2402 0.2192 0.349 0.343 0.334 0.321 0.304 0.2840 0.443 0.428 0.421 0.407
Page 325
PIPE
2.844 3.659 1.107 1.805 2.273 2.997 3.765 5.214 1.274 2.085
0.2261 0.1221 0.797 0.707 0.648 0.555 0.458 0.2732 1.067 0.962
0.1252 0.1405 0.1038 0.1605 0.1948 0.2418 0.2839 0.341 0.1580 0.2469
0.1903 0.2137 0.1250 0.1934 0.2346 0.2913 0.342 0.411 0.1663 0.2599
0.387 0.361 0.564 0.550 0.540 0.524 0.506 0.472 0.649 0.634
Weight Weight Moment Section Radius per ft, of Water of Modulus, Gyration per ft, Inertia. lb 2.718 3.631 4.859 6.408 1.604 2.638 3.653 5.022 7.444 9.029 2.475 3.531 5.793 7.661
lb 0.882 0.765 0.068 0.412 1.716 1.582 1.455 1.280 0.971 0.769 2.499 2.361 2.076 1.837
in4 0.310 0.391 0.483 0.568 0.315 0.499 0.666 0868 1.163 1.312 0.710 0.988 1.530 1.925
in4 0.326 0.412 0.508 0.598 0.2652 0.420 0.561 0.731 0.979 1.104 0.494 0.687 1.064 1.339
in 0.623 0.605 0.581 0.549 0.817 0.802 0.787 0.766 0.729 0.703 0.988 0.975 0.947 0.924
Page 326
PIPE
10.01 13.70 3.03 4.33 7.58 10.25 14.32 18.58 3.47 4.97 9.11 12.51 3.92 5.61 10.79 14.98 18.96 22.51 27.54 6.35 7.77 14.62 20.78 27.04 32.96 38.55 7.58 2.29 18.97 28.57 36.39
1.535 1.067 3.78 3.61 3.20 2.864 2.348 1.801 5.01 4.81 4.28 3.85 6.40 6.17 5.51 4.98 4.48 4.02 3.38 9.73 9.53 8.66 7.89 7.09 6.33 5.62 13.98 13.74 12.51 11.29 10.30
2.353 2.872 1.301 1.822 3.02 3.90 5.03 5.99 1.960 2.756 4.79 6.28 2.811 3.96 7.23 9.61 11.65 13.27 15.29 6.95 8.43 15.17 20.68 25.74 30.0 33.6 11.85 14.40 28.14 40.5 49.6
1.637 1.998 0.744 1.041 1.724 2.226 2.876 3.43 0.980 1.378 2.394 3.14 1.249 1.762 3.21 4.27 5.18 5.90 6.79 2.498 3.03 5.45 7.43 9.25 10.80 12.10 3.58 4.35 8.50 12.23 14.98
0.894 0.844 1.208 1.196 1.164 1.136 1.094 1.047 1.385 1.372 1.337 1.307 1.562 1.549 1.510 1.477 1.445 1.416 1.374 1.929 1.920 1.878 1.839 1.799 1.760 1.722 2.304 2.295 2.245 2.195 2.153
Page 327
PIPE
45.30 53.16 9.91 13.40 22.36 24.70 28.55 35.64 43.39
9.16 8.17 24.07 23.59 22.48 22.18 21.69 20.79 19.80
59.0 66.3 26.45 35.4 57.7 63.4 72.5 88.8 105.7
17.81 20.03 6.13 8.21 13.39 11.69 16.81 20.58 24.52
2.104 2.060 3.01 3.00 2.962 2.953 2.938 2.909 2.878
Weight Weight Moment Section Radius per ft, of Water of Modulus, Gyration per ft, Inertia. lb 50.87 60.63 67.76 72.42 74.69 15.15 18.70 28.04 31.20 34.24 40.48 54.74 64.33 76.93
lb 18.84 17.60 16.69 16.09 15.80 37.4 36.9 35.8 35.3 35.0 34.1 32.3 31.1 29.5
in4 121.4 140.6 153.8 162.0 165.9 63.7 76.9 113.7 125.9 137.5 160.8 212.0 244.9 286.2
in4 28.14 32.6 35.7 37.6 38.5 11.85 14.30 21.16 23.42 25.57 29.90 39.4 45.6 53.2
in 2.847 2.807 2.777 2.757 2.748 3.75 3.74 3.71 3.70 3.69 3.67 3.63 3.60 3.56
Page 328
PIPE
89.20 104.13 115.65 19.56 24.20 33.38 43.77 49.56 53.53 65.42 73.16 88.51 107.20 125.49 139.68 160.27 36.71 45.68 54.57 63.37 72.09 80.66 84.91 89.28 97.68 106.13 122.66 130.73 150.67 170.22 189.12
28.0 26.1 24.6 52.5 52.2 51.1 49.7 49.0 48.5 47.0 46.0 44.0 41.6 39.3 37.5 34.9 62.1 60.9 59.7 58.7 57.5 56.5 55.9 55.3 54.3 53.2 51.1 50.0 47.5 45.0 42.6
324 368 399 129.2 140.5 191.9 248.5 279.3 300 362 401 475 562 642 701 781 255.4 314 373 429 484 537 562 589 638 687 781 825 930 1127 1017
60.3 68.4 74.3 20.27 22.03 30.1 39.0 43.8 47.1 56.7 62.8 74.5 88.1 100.7 109.9 122.6 36.5 44.9 53.3 61.2 69.1 76.7 80.3 84.1 91.2 98.2 111.5 117.8 132.8 146.8 159.6
3.52 3.47 3.43 4.45 4.44 4.42 4.39 4.38 4.37 4.33 4.31 4.27 4.22 4.17 4.13 4.07 4.86 4.84 4.82 4.80 4.78 4.76 4.74 4.73 4.71 4.69 4.65 4.63 4.58 4.53 4.48
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PIPE
42.05 52.36 62.58 72.64 82.77 92.66 102.63 107.50 113.36 122.05 136.46
81.8 80.5 79.1 77.9 76.5 75.4 74.1 73.4 72.7 71.5 69.7
384 473 562 648 732 813 894 933 971 1047 1157
48.0 59.2 70.3 80.9 91.5 106.6 112.2 116.6 121.4 130.9 144.6
5.57 5.55 5.53 5.50 5.48 5.46 7.44 5.43 5.42 5.40 5.37
Weight Weight Moment Section Radius per ft, of Water of Modulus, Gyration per ft, Inertia. lb 141.35 165.83 192.29 223.50 245.11 47.39 59.03 70.59 82.06 93.45 104.75 115.98
lb 69.1 66.1 62.6 58.6 55.9 104.3 102.8 101.2 99.9 98.4 97.0 95.5
in4 1193 1365 1556 1760 1894 549 678 807 931 1053 1172 1289
in4 154.1 170.6 194.5 220.0 236.7 61.0 75.5 89.6 103.4 117.0 130.2 143.3
in 5.36 5.30 5.24 5.17 5.12 6.28 6.25 6.23 6.21 6.19 6.17 6.15
Page 330
PIPE
127.03 138.17 160.14 170.75 207.96 244.14 274.23 308.51 52.73 65.40 78.60 91.31 104.13 116.67 122.91 129.33 141.71 154.20 166.40 178.73 208.87 256.10 296.37 341.10 379.01 63.41 78.93 94.62 109.97 125.49 140.80
94.1 92.7 89.9 88.5 83.7 79.2 75.3 71.0 129.5 128.1 126.0 124.6 122.8 121.3 120.4 119.7 118.1 116.5 115.0 113.4 109.4 103.4 98.3 92.6 87.9 188.0 186.1 183.8 182.1 180.1 178.1
1403 1515 1731 1834 2180 2499 2750 3020 757 935 1114 1286 1457 1624 1704 1787 1946 2105 2257 2409 2772 3320 3760 4420 4590 1316 1629 1943 2246 2550 2840
156.3 168.3 192.8 203.8 242.2 277.6 306 336 75.7 93.5 111.4 128.6 145.7 162.4 170.4 178.7 194.6 210.5 225.7 240.9 277.2 332 376 422 459 109.6 35.8 161.9 187.4 212.5 237.0
6.13 6.10 6.06 6.04 5.97 5.90 5.84 5.77 6.98 6.96 6.94 6.92 6.90 6.88 6.86 6.85 6.83 6.81 6.79 6.77 6.72 6.63 6.56 6.48 6.41 8.40 8.38 8.35 8.33 8.31 8.29
Page 331
PIPE
156.03 171.17 186.24 238.11 296.36 367.40 429.39 483.13 541.94 98.93 157.53 196.08
176.2 174.3 172.4 165.8 158.3 149.3 141.4 134.5 127.0 293.8 286.3 281.5
3140 3420 3710 4650 5670 6850 7830 8630 9460 3120 5040 6220
261.4 285.2 309 388 437 571 652 719 788 214 336 415
8.27 8.25 8.22 8.15 8.07 7.96 7.89 7.79 7.70 10.50 10.43 10.39
Page 332
PIPE
Page 333
PIPE
Page 334
PIPE
Page 335
PIPE
Page 336
PIPE
Page 337
PIPE
Page 338
PIPE
Page 339
PIPE
Page 340
PIPE
Page 341
PIPE
Page 342
PIPE
Page 343
PIPE
Page 344
PIPE
Page 345
PIPE
Page 346
PIPE
Page 347
PIPE
Page 348
PIPE
Page 349
PIPE
Page 350
PIPE
Schedute 50 Schedute 60 Hydrostatic Wall Hydrostatic test presure Thickness Weight test presure kg/cm2(bar) kg/cm2(bar) class class mm kg/m class class 2 3 2 3 70 70 70 70 (68.6) (68.6) 2.4 0.479 (68.6) (68.6) 70 70 70 70 (68.6) (68.6) 3.0 0.799 (68.6) (68.6) 70 70 70 70 (68.6) (68.6) 3.2 1.11 (68.6) (68.6) 70 70 70 70 (68.6) (68.6) 3.7 1.64 (68.6) (68.6) 70 70 70 70 (68.6) (68.6) 3.9 2.24 (68.6) (68.6) 70 70 70 70 (68.6) (68.6) 4.5 3.27 (68.6) (68.6) 100 120 130 140
Page 351
PIPE
(98.07) 100 (98.07) 100 (98.07) 100 (98.07) 130 (127.5) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3) 130 (127.5) 130 (127.5) 120 (117.7) 110 (107.9) 110 (107.9) 110 (107.9) 110 (107.9)
(117.7) 120 (117.7) 120 (117.7) 120 (117.7) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3) 130 (127.5) 130 (127.5) 120 (117.7) 120 (117.7) 120 (117.7)
4.9
4.57
5.1
5.47
5.5
7.46
7.0
12.0
7.6
15.3
8.1
18.7
8.6
22.4
9.5
30.5
11.0
41.8
12.7
63.8
15.1
93.9
17.4
129
19.0
158
21.4
203
23.8
254
26.2
311
(127.5) 130 (127.5) 130 (127.5) 130 (127.5) 180 (176.5) 180 (176.5) 180 (176.5) 180 (176.5) 180 (176.5) 180 (156.9) 150 (147.1) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3) 140 (137.3)
(137.3) 140 (137.3) 140 (137.3) 140 (137.3) 180 (176.5) 180 (176.5) 180 (176.5) 180 (176.5) 170 (176.5) 170 (166.7) 160 (166.7) 160 (156.9) 160 (156.9 160 (156.9) 160 (156.9) 160 (156.9)
Page 352
PIPE
Page 353
PIPE
Page 354
PIPE
Page 355
PIPE
Page 356
PIPE
Page 357
PIPE
Page 358
PIPE
Page 359
PIPE
Page 360
PIPE
Page 361
PIPE
Page 362
PIPE
Page 363
PIPE
Page 364
PIPE
Page 365
PIPE
Page 366
PIPE
Page 367
PIPE
Page 368
PIPE
Page 369
PIPE
Page 370
PIPE
Page 371
PIPE
Page 372
PIPE
Page 373
PIPE
Page 374
PIPE
Page 375
PIPE
Page 376
PIPE
Page 377
PIPE
Page 378
PIPE
Page 379
PIPE
Page 380
PIPE
Page 381
PIPE
Page 382
PIPE
Page 383
PIPE
Page 384
PIPE
Page 385
FLANGES
DIMENSION OF WELDED AND SEAMLESS PIPE (Carben and Slloy Steel Pipe) NOMINAL
1/8 1/4 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 24
O.D. OF
SCH.
SCH.
SCH.
STD.
PIPE
10
20
30
WALL
40
0.277 0.307 0.330 0.375 0.375 0.438 0.500 0.562
0.068 0.088 0.091 0.109 0.113 0.133 0.140 0.145 0.154 0.203 0.216 0.226 0.237 0.258 0.280 0.322 0.365 0.375 0.375 0.375 0.375 0.375 0.375
0.068 0.088 0.091 0.109 0.113 0.133 0.140 0.145 0.154 0.203 0.216 0.226 0.237 0.258 0.280 0.322 0.365 0.406 0.438 0.500 0.562 0.593 0.688
0.405 0.540 0.675 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 4.500 5.563 6.625 8.625 10.750 12.750 14.000 16.000 18.000 20.000 24.000
0.250 0.250 0.250 0.250 0.250
0.250 0.250 0.250 0.312 0.312 0.312 0.375 0.375
Page 386
NOMINAL WALL THICKNESS "t" SCH. SCH. EXTRA SCH. 60
STRONG
80
0.406 0.500 0.562 0.593 0.656 0.750 0.812 0.968
0.095 0.119 0.126 0.147 0.154 0.179 0.191 0.200 0.218 0.276 0.300 0.318 0.337 0.375 0.432 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500
0.095 0.119 0.126 0.147 0.154 0.179 0.191 0.200 0.218 0.276 0.300 0.318 0.337 0.375 0.432 0.500 0.593 0.687 0.750 0.843 0.937 1.013 0.128
FLANGES
26 28 30 32 34 36
26.000 28.000 30.000 32.000 34.000 36.000
0.312 0.312 0.312 0.312 0.312 0.312
0.500 0.500 0.500 0.500 0.500 0.500
0.625 0.625 0.625 0.625 0.625
0.375 0.375 0.375 0.375 0.375 0.375
0.500 0.500 0.500 0.500 0.500 0.500
0.688 0.688 0.750
ABOVE DIMENSIONS ARE INCLUDED IN USAS B36.10
150 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8
3 1/2 3 7/8 4 1/4 4 5/8 5 6 7 7 1/2 8 1/2 9 10 11 13 1/2
7/16 1/2 9/16 5/8 11/16 3/4 7/8 15/16 15/16 15/16 15/16 1 1 1/8
1 3/8 1 3/16 1 11/16 1 1/2 2 1 15/16 2 1/2 2 5/16 2 7/8 2 9/16 3 5/8 3 1/16 4 1/8 3 9/16 5 4 1/4 5 1/2 4 13/16 6 3/16 5 5/16 7 5/16 6 7/16 8 1/2 7 9/16 10 5/8 9 11/16
0.84 1.05 1.32 1.66 1.90 2.38 2.88 3.50 4.00 4.50 5.56 6.63 8.63
Page 387
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
0.62 0.82 1.05 1.38 1.61 2.07 2.47 3.07 3.55 4.03 5.05 6.07 7.98
1 7/8 2 1/16 2 3/16 2 1/4 2 7/16 2 1/2 2 3/4 2 3/4 2 13/16 3 3 1/2 3 1/2 4
2 3/8 2 3/4 3 1/8 3 1/2 3 7/8 4 3/4 5 1/2 6 7 7 1/2 8 1/2 9 1/2 11 3/4
4 4 4 4 4 4 4 4 8 8 8 8 8
FLANGES
10 12 14 16 18 20 22 24 26 28 30 32 34 36 42
16 19 21 23 1/2 25 27 1/2 29 1/2 32 34 1/4 36 1/2 38 3/4 41 3/4 43 3/4 46 53
1 3/16 1 1/4 1 3/8 1 7/16 1 9/16 1 11/16 1 13/16 1 7/8 2 2 1/16 2 1/8 2 1/4 2 5/16 2 3/8 2 5/8
12 3/4 15 16 1/4 18 1/2 21 23 25 1/4 27 1/4 29 1/4 31 1/4 33 3/4 35 3/4 37 3/4 40 1/4 47
12 14 3/8 15 3/4 18 19 7/5 22 24 1/4 26 1/8 28 1/2 30 3/4 32 3/4 35 37 39 1/4 46
10.75 10.02 4 12.75 12.00 4 1/2 14.00 13.25 5 16.00 15.25 5 18.00 17.25 5 1/2 20.00 19.255 5 11/16 22.00 21.25 5 7/8 24.00 23.25 6 26.00 AS 5 28.00 SPECI- 5 1/16 30.00 FIED 5 1/8 32.00 BY 5 1/4 34.00 PUR- 5 5/16 36.00 CHASER 5 3/8 42.00 5 3/8
14 1/4 17 18 3/4 21 1/4 22 3/4 25 27 1/4 29 1/2 31 3/4 34 36 38 1/2 40 1/2 42 3/4 49 1/2
12 12 12 16 16 20 20 20 24 28 28 28 32 32 36
NOTE : 1) 22 " SIZE NOT COVERED BY USAS B16.5 2) SIZE 26" AND LARGER IN FLANGE AND DRILLING DIMENSIONS SHALL CONFORM TO CLASS 125 CAST IRON FLANGES, USAS B16.1 3) FLANGES WILL BE BORED TO THESE DIMENSIONS (TO MATCH STANDARD WALL PIPE) UNLESS OTHERWISE SPECIFIED. 4) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES-ARE FORGED FROM ROLLED STEEL BILLETS CONFORMING TO ASTM SPECIFICATION A-181
300 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL Page 388
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
FLANGES
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2 33 36 38 1/4 40 3/4 43 45 1/4 47 1/2 50
9/16 1 /3/8 1 1/2 5/8 1 11/16 1 7/8 11/16 2 2 1/8 3/4 2 1/2 2 1/2 16/16 2 7/8 2 3/4 7/8 3 5/8 3 5/16 1 4 1/8 3 15/16 1 1/8 5 4 5/8 1 3/16 5 1/2 5 1/4 1 1/4 6 3/16 5 3/4 1 3/8 7 5/16 7 1 7/16 8 1/2 8 1/8 1 5/8 10 5/8 10 1/4 1 7/8 12 3/4 12 5/8 2 15 14 3/4 2 1/8 16 1/4 16 3/4 2 1/4 18 1/2 19 2 3/8 21 21 2 1/2 23 23 1/8 2 5/8 25 1/4 25 1/4 2 3/4 27 1/4 27 5/8 3 1/8 29 1/2 28 3/8 3 3/8 31 1/2 30 1/2 3 5/8 33 3/4 32 9/16 3 7/8 36 34 11/16 4 38 36 7/8 4 1/8 40 1/2 39
0.84 0.62 1.05 0.82 1.32 1.05 1.66 1.38 1.90 1.61 2.38 2.07 2.88 2.47 3.50 3.07 4.00 3.55 4.50 4.03 5.56 5.05 6.63 6.07 8.63 7.98 10.75 10.02 12.75 12.00 14.00 13.25 16.00 15.25 18.00 17.25 20.00 19.25 22.00 21.25 24.00 23.25 26 1/4 TO BE 28 1/4 SPECI30 1/4 FIED 32 1/4 BY 34 5/16 PUR36 5/16 CHASER
Page 389
2 1/16 2 1/4 2 7/16 2 9/16 2 11/16 2 3/4 3 3 1/8 3 3/16 3 3/8 3 7/8 3 7/8 4 3/8 4 5/8 5 1/8 5 5/8 5 3/4 6 1/4 6 3/8 6 1/2 6 5/8 7 1/4 7 3/4 8 1/4 8 3/4 9 1/8 9 1/2
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27 29 1/4 32 34 1/2 37 39 1/4 41 1/2 43 1/2 46
4 4 4 4 4 8 8 8 8 8 8 12 12 16 16 20 20 24 24 24 24 28 28 28 28 28 32
FLANGES
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5 2) SIZES 26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 300. 3) FLANGES WILL BE BORED TO THESE DIMENSIONS (TO MATCH STANDARD WALL PIPE) UNLESS OTHERWISE SPECIFIED' 4) FLANGES 24" AND SMALLER ARE FORGED FROM STEEL BILLETS CONFORMING TO ASTM A181. 5) FLANGES 26" AND LARGER FORGED FROM STEEL BILLETS CONFORMING TO ASTM A105.
400 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2
9/16 5/8 11/16 13/16 7/8 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 7/8 2 1/8 2 1/4
1 3/8 1 1/2 1 11/16 1 7/8 2 2 1/8 2 1/2 2 1/2 2 7/8 2 3/4 3 5/8 3 5/16 4 1/8 3 15/16 5 4 5/8 5 1/2 5 1/4 6 3/16 5 3/4 7 5/16 7 8 1/2 8 1/8 10 5/8 10 1/4 12 3/4 12 5/8 15 14 3/4
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
0.84 2 1/16 1.05 2 1/4 1.32 2 7/16 1.66 TO BE 2 5/8 1.90 SPECIFIED 2 3/4 2.38 2 7/8 BY 2.88 PURCHA- 3 1/8 3.50 3 1/4 SER 4.00 3 3/8 4.50 3 1/2 5.56 4 6.63 4 1/16 8.63 4 5/8 10.75 4 7/8 12.75 5 3/8
Page 390
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4
4 4 4 4 4 8 8 8 8 8 8 12 12 16 16
FLANGES
14 16 18 20 22 24 26 28 30 32 34 36
23 25 1/2 28 30 1/2 33 36 38 1/4 40 3/4 43 45 1/4 47 1/2 50
2 3/8 2 1/2 2 5/8 2 3/4 2 7/8 3 3 1/2 3 3/4 4 4 1/4 4 3/8 4 1/2
16 1/4 16 3/4 14.00 18 1/2 19 16.00 21 21 18.00 23 23 1/8 20.00 25 1/4 25 1/4 22.00 27 1/4 27 5/8 24.00 29 1/2 28 5/8 26 5/16 31 1/2 30 13/16 28 5/16 33 3/4 32 15/16 30 5/16 36 35 32 3/8 38 37 3/16 34 3/8 40 1/4 39 3/8 36 7/16
5 7/8 6 6 1/2 6 5/8 6 3/4 6 7/8 7 5/8 8 1/8 8 5/8 1/8 9 1/2 9 7/8
20 1/4 22 1/2 24 3/4 27 29 1/4 32 34 1/2 37 39 1/4 41 1/2 43 1/2 46
20 20 24 24 24 24 28 28 28 28 28 32
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5 2) SIZES 26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 400. 3) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
600 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL
1/2 3/4 1 1 1/4
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
DIMENSIONS OF 1/2" THROUGH 3 1/2" ARE
Page 391
FLANGES
1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 25
THE SAME WITH FOR 400 lbs. FLANGES.
10 3/4 13 14 16 1/2 20 22 23 3/4 27 29 1/4 32 34 1/4 37 40 42 1/4 44 1/2 47 49 51 3/4
1 1/2 1 3/4 1 7/8 2 3/16 2 1/2 2 5/8 2 3/4 3 3 1/4 3 1/2 3 3/4 4 4 1/4 4 3/8 4 1/2 4 5/8 4 3/4 4 7/8
6 3/16 6 7 5/16 7 7/16 8 1/2 8 3/4 10 5/8 10 3/4 12 3/4 13 1/2 15 15 3/4 16 1/4 17 18 1/2 19 1/2 21 21 1/2 23 24 25 1/4 26 1/4 27 1/4 28 1/4 29 1/2 297/16 31 1/2 31 5/8 33 3/4 33 15/16 36 36 1/8 38 38 5/16 40 1/4 40 5/8
4.50 4 5.56 4 1/2 6.63 4 5/8 8.63 TO BE 5 1/4 10.75 SPECIFIED 6 12.75 6 1/8 BY 14.00 PURCHA- 6 1/2 16.00 7 SER 18.00 7 1/4 20.00 7 1/2 22.00 7 3/4 24.00 8 26 7/16 8 3/4 28 1/2 9 1/4 30 1/2 9 3/4 32 1/2 10 1/4 34 9/16 10 5/8 36 9/16 11 /1/8
8 1/2 10 1/2 11 1/2 13 3/4 17 19 1/4 20 3/4 23 3/4 25 3/4 28 1/2 30 5/8 33 36 38 40 1/4 42 1/2 44 1/2 47
8 8 12 12 16 20 20 20 20 24 24 24 28 28 28 28 28 28
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5 2) SIZES 26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 600.
3) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FORM STEEL BILLETS COVERED BY ASTM A105.
Page 392
FLANGES
900 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12 14 16 18 20 24 26 28 30
4 3/4 5 1/8 5 7/8 6 1/4 7 8 1/2 9 5/8 9 1/2 11 1/2 13 3/4 15 18 1/2 21 1/2 24 25 1/4 27 3/4 31 33 3/4 41 42 3/4 46 48 1/2
7/8 1 3/8 1 1 11/16 1 1/8 2 1 1/8 2 1/2 1 1/4 2 7/8 1 1/2 3 5/8 1 5/8 4 1/8 1 1/2 5 1 3/4 6 3/16 2 7 5/16 2 3/16 8 1/2 2 1/2 10 5/8 2 3/4 12 3/4 3 1/8 15 3 3/8 16 1/4 3 1/2 18 1/2 4 21 4 1/4 23 5 1/2 27 1/4 5 1/2 29 1/2 5 5/8 31 1/2 5 7/8 33 3/4
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
1 1/2 0.84 1 3/4 1.05 2 1/16 1.32 2 1/2 1.66 2 3/4 1.90 TO BE 4 1/8 2.38 SPECIFIED 4 7/8 2.88 BY 5 3.50 PURCHA6 1/4 4.50 SER 7 1/2 5.56 9 1/4 6.63 11 3/4 8.63 14 1/2 10.75 16 1/2 12.75 17 3/4 14.00 20 16.00 22 1/4 18.00 24 1/2 20.00 29 1/2 24.00 30 1/2 26 5/8 32 3/4 28 11/16 35 30 3/4
Page 393
2 3/8 2 3/4 2 7/8 2 7/8 3 1/4 4 4 1/8 4 4 1/2 5 5 1/2 6 3/8 7 1/4 7 1/8 8 3/8 8 1/2 9 9 3/4 11 1/2 11 1/4 11 3/4 12 1/4
3 1/4 3 1/2 4 4 3/8 4 7/8 6 1/2 7 1/2 7 1/2 9 1/4 11 12 1/2 15 1/2 18 1/2 21 22 24 1/4 27 29 1/2 35 1/2 37 1/2 40 1/4 42 3/4
4 4 4 4 4 8 8 8 8 8 12 12 16 20 20 20 20 20 20 20 20 20
FLANGES
32 34 36
51 3/4 55 57 1/2
6 1/4 6 1/2 6 3/4
36 38 40 1/4
37 1/4 32 3/4 39 5/8 34 13/16 41 7/8 36 7/8
13 13 3/4 14 1/4
45 1/2 48 1/4 50 3/4
20 20 20
NOTE : 1) SIZES 26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 900.
2) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
1500 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
DIMENSIONS OF 1/2" THROUGH 2 1/2" ARE THE SAME WITH FOR 400 lbs. FLANGES.
10 1/2 12 1/4 14 3/4 15 1/2 19 23 26 1/2
1 7/8 2 1/8 2 7/8 3 1/4 3 5/8 4 1/4 4 7/8
5 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15
5 1/4 6 3/8 7 3/ 9 11 1/2 14 1/2 17 3/4
3.50 4 5/8 4.50 4 7/8 5.56 TO BE 6 1/8 6.63 SPECIFIED 6 3/4 8.63 8 3/8 BY 10.75 PURCHA- 10 12.75 11 1/8 SER
Page 394
8 9 1/2 11 1/2 12 1/2 15 1/2 19 22 1/2
8 8 8 12 12 12 16
FLANGES
14 16 18 20 24
29 1/2 32 1/2 36 38 3/4 46
5 1/4 5 3/4 6 3/8 7 8
16 1/4 18 1/2 21 23 27 1/4
19 1/2 21 3/4 23 1/2 25 1/4 30
14.00 16.00 18.00 20.00 24.00
11 3/4 12 1/4 12 7/8 14 16
25 27 3/4 30 1/2 32 3/4 39
16 16 16 16 16
2500 lbs. WEKDING NECK FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. DIAM. PIPE DIAM. NESS RAISE AT BASE HUB AT SIZE (MIN.) FACE OF HUB BEVEL
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
5 1/4 5 1/2 6 1/4 7 1/4 8 9 1/4 10 1/2 12 14 16 1/2 19 21 3/4 26 1/30
1 3/16 1 3/8 1 11/16 1 1/4 1 11/16 2 1 3/8 2 2 1/4 1 1/2 2 1/2 2 7/8 1 3/4 2 7/8 3 1/8 2 3 5/8 3 3/4 2 1/4 4 1/8 4 1/2 2 5/8 5 5 1/4 3 6 3/16 6 1/2 3 5/8 7 5/16 8 4 1/4 8 1/2 9 1/4 5 10 5/8 12 6 1/2 12 3/4 14 3/4 7 1/4 15 17 3/8
LENGTH BOLT NUMBER BORN THRU. CIRCLE OF HUB DIAM. HOLES
0.84 2 7/8 1.05 3 1/8 1.32 3 1/2 1.66 TO BE 3 3/4 1.90 SPECIFIED 4 3/8 2.38 5 BY 2.88 PURCHA- 5 5/8 3.50 6 5/8 SER 4.50 7 1/2 5.56 9 6.63 10 3/4 8.63 12 1/2 10.75 16 1/2 12.75 18 1/2
3 1/2 3 3/4 4 1/4 5 1/8 5 3/4 6 3/4 7 3/4 9 10 3/4 12 3/4 14 1/2 17 1/4 21 1/4 24 3/8
4 4 4 4 4 8 8 8 8 8 8 12 12 12
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED.
Page 395
FLANGES
150 lbs. SLIP ON FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISE AT BASE BORN THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24
3 1/2 3 7/8 4 1/4 4 5/8 5 6 7 7 1/2 8 1/2 9 10 11 13 1/2 16 19 21 23 1/2 25 27 1/2 29 1/2 32
7/16 1/2 9/16 5/8 11/16 3/4 7/8 15/16 15/16 15/16 15/16 1 1 1/8 1 3/16 1 1/4 1 3/8 1 7/16 1 9/16 1 11/16 1 13/16 1 7/8
1 3/8 1 3/16 1 11/16 1 1/2 2 1 15/16 2 1/2 2 5/16 2 7/8 2 9/16 3 5/8 3 1/16 4 1/8 3 9/16 5 4 1/4 5 1/2 4 13/16 6 3/16 5 5/16 7 5/16 6 7/16 8 1/2 7 9/16 10 5/8 9 11/16 12 3/4 12 15 14 3/8 16 1/4 15 3/4 18 1/2 18 21 19 7/8 23 22 25 1/4 24 1/4 27 1/4 26 1/8
0.88 1.09 1.36 1.70 1.95 2.44 2.94 3.57 4.07 4.57 5.66 6.72 8.72 10.88 12.88 14.14 16.16 18.18 20.20 22.22 24.25
Page 396
5/8 5/8 11/16 13/16 7/8 1 1 1/8 1 3/16 1 1/4 1 5/16 1 7/16 1 9/16 1 3/4 1 15/16 2 3/16 2 1/4 2 1/2 2 11/16 2 7/8 3 1/8 3 1/4
2 3/8 2 3/4 3 1/8 3 1/2 3 7/8 4 3/4 5 1/2 6 7 7 1/2 8 1/2 9 1/2 11 3/4 14 1/4 17 18 3/4 21 1/4 22 3/4 25 27 1/4 29 1/2
4 4 4 4 4 4 4 4 8 8 8 8 8 12 12 12 16 16 20 20 20
5/8 5/8 5/8 5/8 5/8 3/4 3/4 3/4 3/4 3/4 7/8 7/8 7/8 1 1 1 1/8 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8
FLANGES
26 28 30 32 34 36 42
34 1/4 36 1/2 38 3/4 41 3 /4 43 3/4 46 53
2 2 1/16 2 1/8 2 1/4 2 5/16 2 3/8 2 5/8
29 1/4 31 1/4 33 3/4 35 3/4 37 3/4 40 1/4 47
28 1/2 30 3/4 32 3/4 35 37 39 1/4 46
26.25 28.25 30.25 32.25 24.25 36.25 42.25
3 3/8 3 7/16 3 1/2 3 5/8 3 11/16 3 3/4 4
31 3/4 34 36 38 1/2 40 1/2 42 3/4 49 1/2
24 28 28 28 32 32 36
1 3/8 1 3/8 1 3/8 1 3/8 1 5/8 1 5/8 1 5/8
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5 2) 26" AND LARGER HAVE THE SAME FLANGE AND DRILLING DIMENSIONS AS CLASS 125 CAST IRON FLANGES, USAS B16.1. 3) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181.
300 lbs. SLIP ON FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISE AT BASE BORN THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4
9/16 5/8 11/16 3/4 13/16 7/8 1 1 1/8
1 3/8 1 1/2 1 11/16 1 7/8 2 2 1/8 2 1/2 2 1/2 2 7/8 2 3/4 3 5/8 3 5/16 4 1/8 3 15/16 5 4 5/8
0.88 1.09 1.36 1.70 1.95 2.44 2.94 3.57
Page 397
7/8 1 1 1/16 1 1/16 1 3/16 1 5/16 1 1/2 1 11/16
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8
4 4 4 4 4 8 8 8
5/8 3/4 3/4 3/4 7/78 3/4 7/8 7/8
FLANGES
3 1/2 4 5 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36
9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2 33 36 38 1/4 40 3/4 43 45 1/4 47 1/2 50
1 3/16 1 1/4 1 3/8 1 7/16 1 5/8 1 7/8 2 2 1/8 2 1/4 2 3/8 2 1/2 2 5/8 2 3/4 3 1/8 3 3/8 3 5/8 3 7/8 4 4 1/8
5 1/2 5 1/4 6 3/16 5 3/4 7 5/16 7 8 1/2 8 1/8 10 5/8 10 1/4 12 3/4 12 5/8 15 14 3/4 16 1/4 16 3/4 18 1/2 19 21 21 23 23 1/8 25 1/4 25 1/4 27 1/4 27 5/8 29 1/2 28 3/8 31 1/2 30 1/2 33 3/4 32 9/16 36 34 11/16 38 36 7/8 10 1/4 39
4.07 4.57 5.66 6.72 8.72 10.88 12.88 14.14 16.16 18.18 20.20 22.22 24.25 26.25 28.25 30.25 32.25 34.25 36.25
1 3/4 1 7/8 2 2 1/16 2 7/16 2 5/8 2 7/8 3 3 1/4 3 1/2 3 3/4 4 4 3/16 7 1/4 7 3/4 8 1/4 8 3/4 9 1/8 9 1/2
7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27 29 1/4 32 34 1/2 37 39 1/4 41 1/2 43 1/2 46
8 8 8 12 12 16 16 20 20 24 24 24 24 28 28 28 28 28 32
7/8 7/8 7/8 7/8 1 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8 1 3/8 1 5/8 1 3/4 1 3/4 1 3/4 1 7/8 2 2 2 1/8
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5 2) 26" AND LARGER COVERED BY MSS-SP44 CLASS 300. 3) FLANGES 24" AND SMALLER FORGED FROM ROLLED STEEL BILLETS COVERED BY ASTM A181. 4) 26" AND LARGER FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
400 lbs. SLIP ON FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM.
LENGTH BOLT NUMBER DIAM.
Page 398
FLANGES PIPE SIZE
DIAM.
NESS (MIN.)
RAISE AT BASE BORN FACE OF HUB
THRU. CIRCLE OF HUB DIAM. HOLES
OF HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2 33 36 38 1/4 40 3/4 43 45 1/4 47 1/2
9/16 5/8 11/16 13/16 7/8 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 7/8 2 1/8 2 1/4 2 3/8 2 1/2 2 5/8 2 3/4 2 7/8 3 3 1/2 3 3/4 4 4 1/4 4 3/8
1 3/8 1 11/16 2 2 1/2 2 7/8 3 5/8 4 1/8 5 5 1/2 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21 23 25 1/4 27 1/4 29 1/2 31 1/2 33 3/4 36 38
7/8 1 1 1/16 1 1/8 1 1/4 1 7/16 1 5/8 1 13/16 1 15/16 2 2 1/8 2 1/4 2 11/16 2 7/8 3 1/8 3 5/16 3 11/16 3 7/8 4 4 1/4 4 1/2 7 5/8 8 1/8 8 5/8 9 1/8 9 1/2
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8 1 1 1 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 1/2 1 5/8 1 3/4 1 7/8 1 7/8 2 2 2 1/8 2 1/8
1 1/2 1 7/8 2 1/8 2 1/2 2 3/4 3 5/16 3 15/16 4 5/8 5 1/4 5 3/4 7 8 1/8 10 1/4 12 5/8 14 3/4 16 3/4 16 21 23 1/8 25 1/4 27 5/8 28 5/8 30 13/16 32 15/16 35 37 3/16
0.88 1.09 1.36 1.70 1.95 2.44 2.94 3.57 4.07 4.57 5.66 6.72 8.72 10.88 12.88 14.14 16.16 18.18 20.20 22.22 24.25 26.25 28.25 30.25 32.25 34.25
Page 399
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 16 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27 29 1/4 32 34 1/2 37 39 1/4 41 1/2 43 1/2
4 4 4 4 4 8 8 8 8 8 8 12 12 16 16 20 20 24 24 24 24 28 28 28 28 28
FLANGES
36
50
4 1/2
40 1/4
39 3/8
36.25
9 7/8
46
32
2 1/8
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5 2) SIZE26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 400 3) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A 105.
600 lbs. SLIP ON FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISE AT BASE BORN THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12
DIMENSIONS OF SIZES 1/2" THROUGH 3 1/2" ARE THE SAME WITH FOR 400 lbs. FLANGES.
10 3/4 13 14 16 1/2 20 22
1 1/2 1 3/4 1 7/8 2 3/16 2 1/2 2 5/8
6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15
6 7 7/16 8 3/4 10 3/4 13 1/2 15 3/4
4.57 5.66 6.72 8.72 10.88 12.88
Page 400
2 1/8 2 3/8 2 5/8 3 3 3/8 3 5/8
8 1/2 10 1/2 11 1/2 13 3/4 17 19 1/4
8 8 12 12 16 20
1 1 1/8 1 1/8 1 1/4 1 3/8 1 3/8
FLANGES
14 16 18 20 22 24 26 28 30 32 34 36
23 3/4 27 29 1/4 32 34 1/4 37 40 42 1/4 44 1/2 47 49 51 3/4
2 3/4 3 3 1/4 3 1/2 3 3/4 4 4 1/4 4 3/8 4 1/2 4 5/8 4 3/4 4 7/8
16 1/4 17 18 1/2 19 1/2 21 21 1/2 23 24 25 1/4 26 1/4 27 1/4 28 1/4 29 1/2 29 7/16 31 1/2 31 5/8 33 3/4 33 15/16 36 36 1/8 38 38 5/16 40 1/4 40 5/8
14.14 16.16 18.18 20.20 22.22 24.25 26.25 28.25 30.25 32.25 34.25 36.25
3 11/16 4 3/16 4 5/8 5 5 1/4 5 1/2 8 3/4 9 1/4 9 3/4 10 1/4 10 5/8 11 1/8
20 3/4 23 3/4 25 3/4 28 1/2 30 5/8 33 36 38 40 1/4 42 1/2 44 1/2 47
20 20 20 24 24 24 28 28 28 28 28 28
1 1/2 1 5/8 1 3/4 1 3/4 1 7/8 2 2 2 1/8 2 1/8 2 3/8 2 3/8 2 5/8
NOTE : 1) 22" SIZE NOT COVERED BY USAS B16.5. 2) SIZES 26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 600 3) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA 'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A 105
900 lbs. SLIP ON FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISE AT BASE BORN THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4
4 3/4 5 1/8 5 7/8 6 1/4
7/8 1 1 1/8 1 1/8
1 3/8 1 11/16 2 2 1/2
1 1/2 1 3/4 2 1/16 2 1/2
0.88 1.09 1.36 1.70
Page 401
1 1/4 1 3/8 1 5/8 1 5/8
3 1/4 3 1/2 4 4 3/8
4 4 4 4
7/8 7/8 1 1
FLANGES
1 1/2 2 2 1/2 3 4 5 6 8 10 12 14 16 18 20 24 26 28 30 32 34 36
7 8 1/2 9 5/8 9 1/2 11 1/2 13 3/4 15 18 1/2 21 1/2 24 25 1/4 27 3/4 31 33 3/4 41 42 3/4 46 48 1/2 51 3/4 55 57 1/2
1 1/4 1 1/2 1 5/8 1 1/2 1 3/4 2 2 3/16 2 1/2 2 3/4 3 1/8 3 3/8 3 1/2 4 4 1/4 5 1/2 5 1/2 5 5/8 5 7/8 6 1/4 6 1/2 6 3/4
2 7/8 3 5/8 4 1/8 5 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21 23 27 1/4 29 1/2 31 1/2 33 3/4 36 38 40 1/4
2 3/4 4 1/8 4 7/8 5 6 1/4 7 1/2 9 1/4 11 3/4 14 1/2 16 1/2 17 3/4 20 22 1/4 24 1/2 29 1/2 30 1/2 32 3/4 35 37 1/4 39 5/8 41 7/8
1.95 2.44 2.94 3.57 4.57 5.66 6.72 8.72 100.88 12.88 14.14 16.16 18.18 20.20 24.25 26.25 28.25 30.25 32.25 34.25 36.25
1 3/4 2 1/4 2 1/2 2 1/8 2 3/4 3 1/8 3 3/8 4 4 1/4 4 5/8 5 1/8 5 1/4 6 6 1/4 8 11 1/4 11 3/4 12 1/4 13 13 3/4 14 1/4
4 7/8 6 1/2 7 1/2 7 1/2 9 1/4 11 12 1/2 15 1/2 18 1/2 21 22 24 1/4 27 29 1/2 35 1/2 37 1/2 40 1/4 42 3/4 45 1/2 48 1/4 50 3/4
4 8 8 8 8 8 12 12 16 20 20 20 20 20 20 20 20 20 20 20 20
1 1/8 1 1 1/8 1 1 1/4 1 3/8 1 1/4 1 1/2 1 1/2 1 1/2 1 5/8 1 3/4 2 2 1/8 2 5/8 2 7/8 3 1/8 3 1/8 3 3/8 3 5/8 35/8
NOTE : 1) SIZES 26" AND LARGER ARE COVERED BY MSS-SP44 CLASS 900 2) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A 105.
1500 lbs. SLIP ON FLANGES
Page 402
FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISE AT BASE BORN THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
DIMENSIONS OF SIZES 1/2" THROUGH 2 1/2" ARE THE SAME WITH FOR 900 lbs. FLANGES.
10 1/2 12 1/4 14 3/4 15 1/2 19 23 26 1/2
1 7/8 2 1/8 2 7/8 3 1/4 3 5/8 4 1/4 4 7/8
5 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15
5 1/4 6 3/8 7 3/4 9 11 1/2 14 1/2 17 3/4
3.57 4.57 5.66 6.72 8.72 10.88 12.88
2 7/8 3 9/16 4 1/8 4 11/16 5 5/8 6 1/4 7 1/8
8 9 1/2 11 1/2 12 1/2 15 1/2 19 22 1/2
8 8 8 12 12 12 16
1 1/4 1 3/8 1 5/8 1 1/2 1 3/4 2 2 1/8
2500 lbs. SLIP ON FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISE AT BASE BORN THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB HUB DIAM. HOLES HOLE
1/2 3/4 1
5 1/4 5 1/2 6 1/4
1 3/16 1 3/8 1 11/16 1 1/4 1 11/16 2 1 3/8 2 2 1/4
0.88 1.09 1.36
Page 403
1 9/16 1 11/16 1 7/8
3 1/2 3 3/4 4 1/4
4 4 4
7/8 7/8 1
FLANGES
1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
7 1/4 8 9 1/4 10 1/2 12 14 16 1/2 19 21 3/4 26 1/2 30
1 1/2 1 3/4 2 2 1/4 2 5/8 3 3 5/8 4 1/4 5 6 1/2 7 1/4
2 1/2 2 7/8 3 5/8 4 1/8 5 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15
2 7/8 3 1/8 3 3/4 4 1/2 5 1/4 6 1/2 8 9 1/4 12 14 3/4 17 3/8
1.70 1.95 2.44 2.94 3.57 4.57 5.66 6.72 8.72 10.88 12.88
2 1/16 2 3/8 2 3/4 3 1/8 3 5/8 4 1/4 5 1/8 6 7 9 10
5 1/8 5 3/4 6 3/4 7 3/4 9 10 3/4 12 3/4 14 1/2 17 1/4 21 1/4 24 3/8
4 4 8 8 8 8 8 8 12 12 12
1 1/8 1 1/4 1 1/8 1 1/4 1 3/8 1 5/8 1 7/8 2 1/8 2 1/8 2 5/8 2 7/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
150 lbs. LAP JOINT FLANGES LENGTH RADIUS BOLT NUMBER DIAM. NOMINAL OUTSIDE THICK DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2
3 1/2 3 7/8 4 1/4 4 5/8 5 6 7
7/16 1/2 9/16 5/8 11/16 3/4 7/8
1 3/16 1 1/2 1 15/16 2 5/16 2 9/16 3 1/16 3 9/16
0.90 1.11 1.38 1.72 1.97 2.46 2.97
5/8 5/8 11/16 13/16 7/8 1 1 1/8
Page 404
1/8 1/8 1/8 3/16 1/4 5/16 5/16
2 3/8 2 /34 3 1/8 3 1/2 3 7/8 4 3/4 5 1/2
4 4 4 4 4 4 4
5/8 5/8 5/8 5/8 5/8 3/4 3/4
FLANGES
3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24 NOTE :
7 1/2 8 1/2 9 10 11 13 1/2 16 19 21 23 1/2 25 27 1/2 29 1/2 32
15/16 15/16 15/16 15/16 1 1 1/8 1 3/16 1 1/4 1 3/8 1 7/16 1 9/16 1 11/16 1 13/16 1 7/8
4 1/4 4 13/16 5 5/16 6 7/16 7 9/16 9 11/16 12 14 3/8 15 3/4 18 19 7/8 22 24 1/4 26 1/8
3.60 4.10 4.60 5.69 6.75 8.75 10.92 12.92 14.18 16.19 18.20 20.25 22.25 24.25
1 3/16 1 1/4 1 5/16 1 7/16 1 9/16 1 3/4 1 15/16 2 3/16 3 1/8 3 7/16 3 13/16 4 1/16 4 1/4 4 3/4
3/8 3/8 7/16 7/16 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2
6 7 7 1/2 8 1/2 9 1/2 11 3/4 14 1/4 17 18 3/4 21 1/4 22 3/4 25 27 1/4 29 1/2
4 8 8 8 8 8 12 12 12 16 16 20 20 20
3/4 3/4 3/4 7/8 7/8 7 1 1 1 1/8 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8
1) 22" SIZE NOT COVERED BY USAS B16.5 2) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA 'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181.
300 lbs. LAP JOINT FLANGES LENGTH RADIUS BOLT NUMBER DIAM. NOMINAL OUTSIDE THICK DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
1/2 3/4 1 1 1/4
3 3/4 4 5/8 4 7/8 5 1/4
9/16 5/8 11/16 3/4
1 1/2 1 7/8 2 1/8 2 1/2
0.90 1.11 1.38 1.72
7/8 1 1 1/16 1 1/16 Page 405
1/8 1/8 1/8 3/16
2 5/8 3 1/4 3 1/2 3 7/8
4 4 4 4
5/8 3/4 3/4 3/4
FLANGES
1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24
6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2 33 36
13/16 2 3/4 7/8 3 5/16 1 3 15/16 1 1/8 4 5/8 1 3/16 5 1/4 1 1/4 5 3/4 1 3/8 7 1 7/16 8 1/8 1 5/8 10 1/4 1 7/8 12 5/8 2 14 3/4 2 1/8 16 3/4 2 1/4 19 2 3/8 21 2 1/2 23 1/8 2 5/8 25 1/4 2 3/4 27 5/8
1.97 2.46 2.97 3.60 4.10 4.60 5.69 6.75 8.75 10.92 12.92 14.18 16.19 18.20 20.15 22.25 24.25
1 3/16 1 5/16 1 1/2 1 11/16 1 3/4 1 7/8 2 2 1/16 2 7/16 3 3/4 4 4 3/8 4 3/4 5 1/8 5 1/2 5 3/4 6
1/4 5/16 5/16 3/8 3/8 7/16 7/16 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2
4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27 19 1/4 32
4 8 8 8 8 8 8 12 12 16 16 20 20 24 24 24 24
7/8 3/4 7/8 7/8 7/8 7/8 7/8 7/8 1 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8 1 3/8 1 5/8 1 5/8
400 lbs. LAP JOINT FLANGES LENGTH RADIUS BOLT NUMBER DIAM. NOMINAL OUTSIDE THICK DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
1/2 3/4 1 1 1/4
3 3/4 4 5/8 4 7/8 5 1/4
9/16 5/8 11/16 13/16
1 1/2 1 7/8 2 1/8 2 1/2
0.90 1.11 1.38 1.72
7/8 1 1 1/16 1 1/8
Page 406
1/8 1/8 1/8 3/16
2 5/8 3 1/4 3 1/2 3 7/8
4 4 4 4
5/8 3/4 3/4 3/4
FLANGES
1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24 NOTE :
6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2 33 36
7/8 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 7/8 2 1/8 2 1/4 2 3/8 2 1/2 2 5/8 2 3/4 2 7/8 3
2 3/4 3 5/16 3 15/16 4 5/8 5 1/4 5 3/4 7 8 1/8 10 1/4 12 5/8 14 3/8 16 3/4 19 21 23 1/8 25 1/4 27 5/8
1.97 2.46 2.97 3.60 4.10 4.60 5.69 6.75 8.75 10.92 12.92 14.18 16.19 18.20 20.25 22.25 24.25
1 1/4 1 7/16 1 5/8 1 13/16 1 15/16 2 2 1/8 2 1/4 2 11/16 4 4 1/4 4 5/8 5 5 3/8 5 3/4 6 6 1/4
1/4 5/16 5/16 3/8 3/8 7/16 7/16 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2
4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27 29 1/4 32
4 8 8 8 8 8 8 12 12 16 16 20 20 24 24 24 24
7/8 3/4 7/8 7/8 1 1 1 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 1/2 1 5/8 1 3/4 1 7/8
1) 22" SIZE NOT COVERED BY USAS B 165 2) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
600 lbs. LAP JOINT FLANGES LENGTH RADIUS BOLT NUMBER DIAM. NOMINAL OUTSIDE THICK DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
Page 407
FLANGES
4 5 6 8 10 12 14 16 18 20 22 24 NOTE :
10 3/4 13 14 16 1/2 20 22 23 3/4 27 29 1/4 32 34 1/4 37
1 1/2 1 3/4 1 7/8 2 3/16 2 1/2 2 5/8 2 3/4 3 3 1/4 3 1/2 3 3/4 4
6 7 1/16 8 3/4 10 3/4 13 1/2 15 3/4 17 19 1/2 21 1/2 24 26 1/4 28 1/4
DIMENSIONS OF SIZES 1/2" THROUGH 3 1/2" ARE THE SAME WITH FOR 400 lbs. FLANGES. 4.60 2 1/8 2 1/8 7/16 8 1/2 8 5.69 2 3/8 2 3/8 7/16 10 1/2 8 6.75 2 5/8 2 5/8 1/2 11 1/2 12 8.75 3 3 1/2 13 3/4 12 10.92 4 3/8 4 3/8 1/2 17 16 12.92 4 5/8 4 5/8 1/2 19 1/4 20 14.18 5 5 1/2 20 3/4 20 16.19 5 1/2 5 1/2 1/2 23 3/4 20 18.20 6 6 1/2 25 3/4 20 20.25 6 1/2 6 1/2 1/2 28 1/2 24 22.25 6 7/8 6 7/8 1/2 30 5/8 24 24.25 7 1/4 7 1/4 1/2 33 24
1) SIZE 22" NOT COVERED BY USAS B165 2) UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
900 lbs. LAP JOINT FLANGES LENGTH RADIUS BOLT NUMBER DIAM. NOMINAL OUTSIDE THICK DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
1/2 3/4 1 1 1/4
4 3/4 5 1/8 5 7/8 6 1/4
7/8 1 1 1/8 1 1/8
1 1/2 1 3/4 2 1/16 2 1/2
0.90 1.11 1.38 1.72
1 1/4 1 1/8 1 5/8 1 5/8 Page 408
1/8 1/8 1/8 3/16
3 1/4 3 1/2 4 4 3/8
4 4 4 4
7/8 7/8 1 1
FLANGES
1 1/2 2 2 1/2 3 4 5 6 8 10 12 14 16 18 20 24 NOTE :
7 8 1/2 9 5/8 9 1/2 11 1/2 13 3/4 15 18 1/2 21 1/2 24 25 1/4 27 3/4 31 33 3/4 41
1 1/4 1 1/2 1 5/8 1 1/2 1 3/4 2 2 3/16 2 1/2 2 3/4 3 1/8 3 3/8 3 1/2 4 4 1/4 5 1/2
2 3/4 4 1/8 4 7/8 5 6 1/4 7 1/2 9 1/4 11 3/4 14 1/2 16 1/2 17 3/4 20 22 1/4 24 1/2 29 1/2
1.97 2.46 2.97 3.60 4.60 5.69 6.75 8.75 10.92 12.92 14.18 16.19 18.20 20.25 24.25
1 3/4 2 1/4 2 1/2 2 1/8 2 3/4 3 1/8 3 3/8 4 1/2 5 5 5/8 6 1/8 6 1/2 7 1/2 8 1/4 10 1/2
1/4 5/16 5/16 3/8 7/16 7/16 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2
4 7/8 6 1/2 7 1/2 7 1/2 9 1/4 11 12 1/2 15 1/2 18 1/2 21 22 24 1/4 27 29 1/2 35 1/2
4 8 8 8 8 8 12 12 16 20 20 20 20 20 20
1 1/8 1 1 1/8 1 1 1/4 1 3/8 1 1/4 1 1/2 1 1/2 1 1/2 1 5/8 1 3/4 2 2 1/8 2 5/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTEM A105.
150 lbs. SOCKET WELDING FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH DEPTH BORN BORN BOLT PIPE DIAM. NESS RAISE AT BASE THRU. OF OF OF CIRCLE SIZE (MIN.) FACE OF HUB HUB SOCKET SOCKET FACE DIAM
1/2 3/4 1
3 1/2 3 7/8 4 1/4
7/16 1/2 9/16
1 3/8 1 3/16 1 11/16 1 1/2 2 1 15/16
5/8 5/8 11/16
Page 409
3/8 7/16 1/2
0.88 1.09 1.36
0.62 0.82 1.05
2 3/8 2 3/4 3 1/8
FLANGES
1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24
4 5/8 5 6 7 7 1/2 8 1/2 9 10 11 13 1/2 16 19 21 23 1/2 25 27 1/2 29 1/2 32
5/8 11/16 3/4 7/8 15/16 15/16 15/16 15/16 1 1 1/8 1 3/16 1 1/4 1 3/8 1 7/16 1 9/16 1 11/16 1 13/16 1 7/8
2 1/2 2 7/8 3 5/8 4 1/8 5 5 1/2 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21 23 25 1/4 27 1/4
2 5/16 13/16 2 9/16 7/8 3 1/16 1 3 9/16 1 1/8 4 1/4 1 3/16 4 13/16 1 1/4 5 5/16 1 5/16 6 7/16 1 7/16 7 9/16 1 9/16 9 11/16 1 3/4 12 1 15/16 14 3/8 2 3/16 15 3/4 2 1/4 18 2 1/2 19 7/8 2 11/16 22 2 7/8 24 1/4 3 1/8 26 1/8 3 1/4
9/16 5/8 11/16 3/4 13/16 7/8 15/16 15/16 1 1/16 1 1/4 1 5/16 1 9/16 1 5/8 1 3/4 1 15/16 2 1/8 2 3/8 2 1/2
1.70 1.95 2.44 2.94 3.57 4.07 4.57 5.66 6.72 8.72 10.88 12.88 14.14 16.16 18.18 20.20 22.22 24.25
1.38 1.61 2.07 2.47 3.07 3.55 4.03 5.05 6.07 7.98 10.02 12.00 13.25 15.25 17.25 19.25 21.25 23.25
3 1/2 3 7/8 4 3/4 5 1/2 6 7 7 1/2 8 1/2 9 1/2 11 3/4 14 1/4 17 18 3/4 21 1/4 22 3/4 25 27 1/4 29 1/2
300 lbs. SOCKET WELDING FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH DEPTH BORN BORN BOLT PIPE DIAM. NESS RAISE AT BASE THRU. OF OF OF CIRCLE SIZE (MIN.) FACE OF HUB HUB SOCKET SOCKET FACE DIAM
1/2 3/4 1
3 3/4 4 5/8 4 7/8
9/16 5/8 11/16
1 3/8 1 11/16 2
1 1/2 1 7/8 2 1/8
7/8 1 1 1/16
Page 410
3/8 7/16 1/2
0.88 1.09 1.36
0.62 0.82 1.05
2 5/8 3 1/4 3 1/2
FLANGES
1 1/4 1 1/2 2 2 1/2 3 NOTE :
5 1/4 6 1/8 6 1/2 7 1/2 8 1/4
3/4 13/16 7/8 1 1 1/6
2 1/2 2 7/8 3 5/8 4 1/8 5
2 1/2 1 1/16 2 3/4 1 3/16 3 5/16 1 5/16 3 15/16 1 1/2 4 5/8 1 11/16
9/16 5/8 11/16 3/4 13/16
1.70 1.95 2.44 2.94 3.57
1.38 1.61 2.07 2.47 3.07
3 7/8 4 1/2 5 5 7/8 6 5/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTEM A181. 22" SIZE NOT COVERED BY USAS B16.5.
600 lbs. SOCKET WELDING FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH DEPTH BORN BORN BOLT PIPE DIAM. NESS RAISE AT BASE THRU. OF OF OF CIRCLE SIZE (MIN.) FACE OF HUB HUB SOCKET SOCKET FACE DIAM
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4
9/16 5/8 11/16 13/16 7/8 1 1 1/8 1 1/4
1 3/8 1 1/2 7/8 1 11/16 1 7/8 1 2 2 1/8 1 1/16 2 1/2 2 1/2 1 1/8 2 7/8 2 3/4 1 1/4 3 5/8 3 5/16 1 7/16 4 1/8 3 15/16 1 5/8 5 4 5/8 1 13/16
3/8 7/16 1/2 9/16 5/8 11/16 3/4 13/16
0.88 1.09 1.36 1.70 1.95 2.44 2.94 3.57
TO BE SPECIFIED BY PURCHASER
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8
BORN
BORN
BOLT
1500 lbs. SOCKET WELDING FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. LENGTH DEPTH Page 411
FLANGES PIPE SIZE
DIAM.
NESS (MIN.)
RAISE AT BASE THRU. OF OF OF CIRCLE FACE OF HUB HUB SOCKET SOCKET FACE DIAM
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2
4 3/4 5 1/8 5 7/8 6 1/4 7 8 1/2 9 5/8
7/8 1 1 1/8 1 1/8 1 1/4 1 1/2 1 5/8
1 3/8 1 11/16 2 2 1/2 2 7/8 3 5/8 4 1/8
1 1/2 1 3/4 2 1/16 2 1/2 2 3/4 4 1/8 4 7/8
1 1/4 1 3/8 1 5/8 1 5/8 1 3/4 2 1/4 2 1/2
3/8 7/16 1/2 9/16 5/8 11/16 3/4
0.88 1.09 1.36 1.70 1.95 2.44 2.94
TO BE SPECIFIED BY PURCHASER
3 1/4 3 1/2 4 4 3/8 4 7/8 6 1/2 7 1/2
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTEM A105.
1500 lbs. LAP JOINT FLANGES NOMINAL OUTSIDE THICK DIAM. LENGTH RADIUS BOLT NUMBER DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
3 4 5 6 8
10 1/2 12 1/4 14 3/4 15 1/2 19
1 7/8 2 1/8 2 7/8 3 1/4 3 5/8
DIMENSIONS OF SIZES 1/2" THROUGH 2 1/2" ARE THE SAME WITH FOR 900 lbs. FLANGES. 5 1/4 3.60 2 7/8 3/8 8 8 1 1/4 6 3/8 4.60 3 9/16 7/16 9 1/2 8 1 3/8 7 3/4 5.69 4 1/8 7/16 11 1/2 8 1 5/8 9 6.75 4 11/16 1/2 12 1/2 12 1 1/2 11 1/2 8.75 5 5/8 1/2 15 1/2 12 1 3/4
Page 412
FLANGES
10 12 14 16 18 20 24
23 26 1/2 29 1/2 32 1/2 36 38 3/4 46
4 1/4 4 7/8 5 1/4 5 3/4 6 3/8 7 8
14 1/2 17 3/4 19 1/2 21 3/4 23 1/2 25 1/4 30
10.92 12.92 14.18 16.19 18.20 20.25 24.25
7 8 5/8 9 1/2 10 1/4 10 7/8 11 1/2 13
1/2 1/2 1/2 1/2 1/2 1/2 1/2
19 22 1/2 25 27 3/4 30 1/2 32 3/4 39
12 16 16 16 16 16 16
2 2 1/8 2 3/8 2 5/8 2 7/8 3 1/8 3 5/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTEM A105.
2500 lbs. LAP JOINT FLANGES LENGTH RADIUS BOLT NUMBER DIAM. NOMINAL OUTSIDE THICK DIAM. PIPE DIAM. NESS AT BASE BORN THRU. OF CIRCLE OF OF SIZE (MIN.) OF HUB HUB FILLET DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6
5 1/4 5 1/2 6 1/4 7 1/4 8 9 1/4 10 1/2 12 14 16 1/2 19
1 3/16 1 11/16 1 1/4 2 1 3/8 2 1/4 1 1/2 2 7/8 1 3/4 3 1/8 2 3 3/4 2 1/4 4 1/2 2 5/8 5 1/4 3 6 1/2 3 5/8 8 4 1/4 9 1/4
0.90 1.11 1.38 1.72 1.97 2.46 2.97 3.60 4.60 5.69 6.75
1 9/16 1 11/16 1 7/8 2 1/16 2 3/8 2 3/4 3 1/8 3 5/8 4 1/4 5 1/8 6
Page 413
1/8 1/8 1/8 3/16 1/4 5/16 5/16 3/8 7/16 7/16 1/2
3 1/2 3 3/4 4 1/4 5 1/8 5 3/4 6 3/4 7 3/4 9 10 3/4 12 3/4 14 1/2
4 4 4 4 4 8 8 8 8 8 8
7/8 7/8 1 1 1/8 1 1/4 1 1/8 1 1/4 1 3/8 1 5/8 1 7/8 2 1/8
FLANGES
8 10 12
21 3/4 26 1/2 30
5 6 1/2 7 1/4
12 14 3/4 17 3/8
8.75 10.92 12.92
7 9 10
1/2 1/2 1/2
17 1/4 21 1/4 24 3/8
12 12 12
2 1/8 2 5/8 2 7/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTEM A105.
150 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18
3 1/2 3 7/8 4 1/4 4 5/8 5 6 7 7 1/2 8 1/2 9 10 11 13 1/2 16 19 21 23 1/2 25
7/16 1 3/8 1 3/16 5/8 1/2 1 11/16 1 1/2 5/8 9/16 2 1 15/16 11/16 5/8 2 1/2 2 5/16 13/16 11/16 2 7/8 2 9/16 7/8 3/4 3 5/8 3 1/16 1 7/8 4 1/8 3 9/16 1 1/8 15/16 5 4 1/4 1 3/16 15/16 5 1/2 4 13/16 1 1/4 15/16 6 3/16 5 5/16 1 5/16 15/16 7 5/16 6 7/16 1 7/16 1 8 1/2 7 9/16 1 9/16 1 1/8 10 5/8 9 11/16 1 3/4 1 3/16 12 3/4 12 1 15/16 1 1/4 15 14 3/8 2 3/16 1 3/8 16 1/4 15 3/4 2 1/4 1 7/16 18 1/2 18 2 1/2 1 9/16 21 19 7/8 2 11/16 Page 414
5/8 5/8 11/16 13/16 7/8 1 1 1/8 1 3/16 1 1/4 1 5/16 1 7/16 1 9/16 1 3/4 1 15/16 2 3/16 2 1/4 2 1/2 2 11/16
2 3/8 2 3/4 3 1/8 3 1/2 3 7/8 4 3/4 5 1/2 6 7 7 1/2 8 1/2 9 1/2 11 3/4 14 1/4 17 18 3/4 21 1/4 22 3/4
4 4 4 4 4 4 4 4 8 8 8 8 8 12 12 12 16 16
5/8 5/8 5/8 5/8 5/8 3/4 3/4 3/4 3/4 3/4 7/8 7/8 7/8 1 1 1 1/8 1 1/8 1 1/4
FLANGES
20 22 24
27 1/2 29 1/2 32
1 11/16 23 1 13/16 25 1/4 1 7/8 27 1/4
22 24 1/4 26 1/8
2 7/8 3 1/8 3 1/4
2 7/8 3 1/8 3 1/4
25 27 1/4 29 1/2
20 20 20
1 1/4 1 3/8 1 3/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181. 22" SIZE NOT COVERED BY USAS B16.5.
300 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2
9/16 1 3/8 1 1/2 5/8 5/8 1 11/16 1 7/8 5/8 11/16 2 2 1/8 11/16 3/4 2 1/2 2 1/2 13/16 13/16 2 7/8 2 3/4 7/8 7/8 3 5/8 3 5/16 1 1/8 1 4 1/8 3 15/16 1 1/4 1 1/8 5 4 5/8 1 1/4 1 3/16 5 1/2 5 1/4 1 7/16 1 1/4 6 3/16 5 3/4 1 7/16 1 3/8 7 5/16 7 1 11/16 1 7/16 8 1/2 8 1/8 1 13/16 1 5/8 10 5/8 10 1/4 2 1 7/8 12 3/4 12 5/8 2 3/16 2 15 14 3/4 2 3/8 2 1/8 16 1/4 16 3/4 2 1/2 2 1/4 18 1/2 19 2 11/16
Page 415
7/8 1 1 1/16 1 1/16 1 3/16 1 5/16 1 1/2 1 11/16 1 3/4 1 7/8 2 2 1/16 2 7/16 2 5/8 2 7/8 3 3 1/4
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2
4 4 4 4 4 8 8 8 8 8 8 12 12 16 16 20 20
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8 7/8 7/8 7/8 7/8 1 1 1/8 1 1/4 1 1/4 1 3/8
FLANGES
18 20 22 24
28 30 1/2 33 36
2 3/8 2 1/2 2 5/8 2 3/4
21 23 25 1/4 27 1/4
21 23 1/8 25 1/4 27 5/8
2 3/4 2 7/8 3 1/16 3 1/4
3 1/2 3 3/4 4 4 3/16
24 3/4 27 29 32
24 24 24 24
1 3/8 1 3/8 1 5/8 1 5/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181. 22" SIZE NOT COVERED BY USAS B16.5.
400 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2
9/16 5/8 11/16 13/16 7/8 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 7/8 2 1/8 2 1/4
1 3/8 1 1/2 5/8 1 11/16 1 7/8 5/8 2 2 1/8 11/16 2 1/2 2 1/2 13/16 2 7/8 2 3/4 7/8 3 5/8 3 5/16 1 1/8 4 1/8 3 15/16 1 1/4 5 4 5/8 1 3/8 5 1/2 5 1/4 1 9/16 6 3/16 5 3/4 1 7/16 7 5/16 7 1 11/16 8 1/2 8 1/8 1 13/16 10 5/8 10 1/4 2 12 3/4 12 5/8 2 3/16 15 14 3/4 2 3/8
Page 416
7/8 1 1 1/16 1 1/8 1 1/4 1 7/16 1 5/8 1 13/16 1 15/16 2 2 1/8 2 1/4 2 11/16 2 7/8 3 1/8
2 5/8 3 1/2 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4
4 4 4 4 4 8 8 8 8 8 8 12 12 16 16
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8 1 1 1 1 1 1/8 1 1/4 1 3/8
FLANGES
14 16 18 20 22 24
23 25 1/2 28 30 1/2 33 36
2 3/8 2 1/2 2 5/8 2 3/4 2 7/8 3
16 1/4 18 1/2 21 23 25 1/4 27 1/4
16 3/4 19 21 23 1/8 25 1/4 27 5/8
2 1/2 2 11/16 2 3/4 2 7/8 3 1/16 3 1/4
3 5/16 3 11/16 3 7/8 4 4 1/4 4 1/2
20 1/4 22 1/2 24 3/4 27 29 1/4 32
20 20 24 24 24 24
1 3/8 1 1/2 1 1/2 1 5/8 1 3/4 1 7/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181. 22" SIZE NOT COVERED BY USAS B16.5.
600 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
DIMENSIONS OF SIZE "1/2" THROUGH 3 1/2"" ARE THE SAME WITH FOR 400 lbs. FLAANGES. 4 5 6 8 10 12 14 16 18
10 3/4 13 14 16 1 20 22 23 3/4 27 29 1/4
1 1/2 1 3/4 1 7/8 2 3/16 2 1/2 2 5/8 2 3/4 3 3 1/4
6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21
6 7 7/16 8 3/4 10 3/4 13 1/2 15 3/4 17 19 1/2 21 1/2
1 5/8 1 7/8 2 2 1/4 2 9/16 2 3/4 2 7/8 3 1/16 3 1/8 Page 417
2 1/8 2 3/8 2 5/8 3 3 3/8 3 5/8 3 11/16 4 3/16 4 5/8
8 1/2 10 1/2 11 1/2 13 3/4 17 19 1/4 20 3/4 23 3/4 25 3/4
8 8 12 12 16 20 20 20 20
1 1 1/8 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 3/4
FLANGES
20 22 24
32 34 1/4 37
3 1/2 3 3/4 4
23 25 1/4 27 1/4
24 26 1/4 28 1/4
3 1/4 3 7/16 3 5/8
5 5 1/4 5 1/2
28 1/2 30 5/8 33
24 24 24
1 3/4 1 7/8 2
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181. 22" SIZE NOT COVERED BY USAS B16.5.
900 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12 14
4 3/4 5 1/8 5 7/8 6 1/4 7 8 1/2 9 5/8 9 1/2 11 1/2 13 3/4 15 18 1/2 21 1/2 24 25 1/4
7/8 1 3/8 1 1 11/16 1 1/8 2 1 1/8 2 1/2 1 1/4 2 7/8 1 1/2 3 5/8 1 5/8 4 1/8 1 1/2 5 1 3/4 6 3/16 2 7 5/16 2 3/16 8 1/2 2 1/2 10 5/8 2 3/4 12 3/4 3 1/8 15 3 3/8 16 1/4
1 1/2 1 3/4 2 1/16 2 1/2 2 3/4 4 1/8 4 7/8 5 6 1/4 7 1/2 9 1/4 11 3/4 14 1/2 16 1/2 17 3/4
7/8 1 1 1/8 1 3/16 1 1/4 1 1/2 1 7/8 1 5/8 1 7/8 2 1/8 2 1/4 2 1/2 2 13/16 3 3 1/4
Page 418
1 1/4 1 3/8 1 5/8 1 5/8 1 3/4 2 1/4 2 1/2 2 1/8 2 3/4 3 1/8 3 3/8 4 4 1/4 4 5/8 5 1/8
3 1/4 3 1/2 4 4 3/8 4 7/8 6 1/2 7 1/2 7 1/2 9 1/4 11 12 1/2 15 1/2 18 1/2 21 22
4 4 4 4 4 8 8 8 8 8 12 12 16 20 20
7/8 7/8 1 1 1 1/8 1 1 1/8 1 1 1/4 1 3/8 1 1/4 1 1/2 1 1/2 1 1/2 1 5/8
FLANGES
16 18 20 24
27 3/4 31 33 3/4 41
3 1/2 4 4 1/4 5 1/2
18 1/2 21 23 27 1/4
20 22 1/4 24 1/2 29 1/2
3 3/8 3 1/2 3 5/8 4
5 1/4 6 6 1/4 8
24 1/4 27 29 1/2 35 1/2
20 20 20 20
1 3/4 2 2 1/8 2 5/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
1500 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 1 2 2 1/2 3 4 5 6 8 10
4 3/4 5 1/8 5 7/8 6 1/4 7 8 1/2 9 5/8 10 1/2 12 1/4 14 3/4 15 1/2 19 23 26 1/2
7/8 1 1 1/8 1 1/8 1 1/4 1 1/2 1 5/8 1 7/8 2 1/8 2 7/8 3 1/4 3 5/8 4 1/4 4 7/8
1 3/8 1 11/16 2 2 1/2 2 7/8 3 5/8 4 1/8 5 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15
1 1/2 1 3/4 2 1/16 2 1/2 2 3/4 4 1/8 4 7/8 5 1/4 6 3/8 7 3/4 9 11 1/2 14 1/2 17 3/4
7/8 1 1 1/8 1 3/16 1 1/4 1 1/2 1 7/8 2 2 1/4 2 1/2 2 3/4 3 3 5/16 3 5/8
Page 419
1 1/4 1 3/8 1 5/8 1 5/8 1 3/4 2 1/4 2 1/2 2 7/8 3 9/16 4 1/8 4 11/16 5 5/8 6 1/4 7 1/8
3 1/4 3 1/2 4 4 3/8 4 7/8 6 1/2 7 1/2 8 9 1/2 11 1/2 12 1/2 15 1/2 19 22 1/2
4 4 4 4 4 8 8 8 8 8 12 12 12 16
7/8 7/8 1 1 1 1/8 1 1 1/8 1 1/4 1 3/8 1 5/8 1 1/2 1 3/4 2 2 1/8
FLANGES UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
2500 lbs. THREADED FLANGES NOMINAL OUTSIDE THICK O.D.OF DIAM. THREAD LENGTH BOLT NUMBER DIAM. PIPE DIAM. NESS RAISED AT BASE LENGTH THRU. CIRCLE OF OF SIZE (MIN.) FACE OF HUB (MIN.) HUB DIAM. HOLES HOLE
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
5 1/4 5 1/2 6 1/4 7 1/4 8 9 1/4 10 1/2 12 14 16 1/2 19 21 3/4 26 1/2 30
1 3/16 1 3/8 1 11/16 1 1/4 1 11/16 2 1 3/8 2 2 1/4 1 1/2 2 1/2 2 7/8 1 3/4 2 7/8 3 1/8 2 3 5/8 3 3/4 2 1/4 4 1/8 4 1/2 2 5/8 5 5 1/4 3 6 3/16 6 1/2 3 5/8 7 5/16 8 4 1/4 8 1/2 9 1/4 5 10 5/8 12 6 1/2 12 3/4 14 3/4 7 1/4 15 17 3/8
1 1/8 1 1/4 1 3/8 1 1/2 1 3/4 2 2 1/4 2 1/2 2 3/4 3 3 1/4 3 3/4 4 1/4 4 3/4
1 9/16 1 11/16 1 7/8 2 1/16 2 3/8 2 3/4 3 1/8 3 5/8 4 1/4 5 1/8 6 7 9 10
3 1/2 3 3/4 4 1/4 5 1/8 5 3/4 6 3/4 7 3/4 9 10 3/4 12 3/4 14 1/2 17 1/4 21 1/4 24 3/8
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
150 lbs. BLIND FLANGES Page 420
4 4 4 4 4 8 8 8 8 8 8 12 12 12
7/8 7/8 1 1 1/8 1 1/4 1 1/8 1 1/4 1 3/8 1 5/8 1 7/8 2 1/8 2 1/8 2 5/8 2 7/8
FLANGES
NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
1/2 3/4 1 1 1/4 1 1/2 2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24
3 1/2 3 7/8 4 1/4 4 5/8 5 6
7/16 1/2 91/16 5/8 11/16 3/4
1 3/8 1 11/16 2 2 1/2 2 7/8 3 5/8
2 3/8 2 3/4 3 1/8 3 1/2 3 7/8 4 3/4
4 4 4 4 4 4
5/8 5/8 5/8 5/8 5/8 3/4
0.5 0.9 0.9 1.4 1.8 2.3
7 7 1/2 8 1/2 9 10 11 13 1/2 16 19 21 23 1/2 25 27 1/2 29 1/2 32
7/8 15/16 15/16 15/16 15/16 1 1 1/8 1 3/16 1 1/4 1 3/8 1 7/16 1 9/16 1 11/16 1 13/16 1 7/8
4 1/8 5 5 1/2 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21 23 25 1/4 27 1/4
5 1/2 6 7 7 1/2 8 1/2 9 1/2 11 3/4 14 1/4 17 18 3/4 21 1/4 22 3/4 25 27 1/4 29 1/2
4 4 8 8 8 8 8 12 12 12 12 16 16 20 20
3/4 3/4 3/4 3/4 7/8 7/8 7/8 1 1 1 1/8 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8
3.2 4.1 5.9 7.7 9.1 11.8 20.4 31.8 49.9 63.5 81.6 99.8 129.3 161.0 195.0
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181.
Page 421
FLANGES 22" SIZE NOT COVERED BY USAS B16.5.
300 lbs. BLIND FLANGES NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24
3 3/4 4 1/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2 33 36
9/16 1 3/8 5/8 1 11/16 11/16 2 3/4 2 1/2 13/16 2 7/8 7/8 3 5/8 1 4 1/8 1 1/8 5 1 3/16 5 1/2 1 1/4 6 3/16 1 3/8 7 5/16 1 7/16 8 1/2 1 5/8 10 5/8 1 7/8 12 3/4 2 15 2 1/8 16 1/4 2 1/4 18 1/2 2 3/8 21 2 1/2 23 2 5/8 25 1/4 2 3/4 27 1/4
2 5/8 3 1/4 3 1/2 3 7/8 4 1/2 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27 29 1/4 32
4 4 4 4 4 8 8 8 8 8 12 12 16 16 20 20 24 24 24 24 24
Page 422
3/4 3/4 3/4 7/8 3/4 7/8 7/8 7/8 7/8 7/8 7/8 1 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8 1 3/8 1 5/8 1 5/8
0.9 1.4 1.4 2.0 2.7 3.6 5.4 7.3 10.0 12.3 17.1 22.7 36.7 56.7 83.9 113.4 133.8 179.2 229.1 290.3 358.3
FLANGES UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A181. 22" SIZE NOT COVERED BY USAS B16.5.
400 lbs. BLIND FLANGES NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20
3 3/4 4 5/8 4 7/8 5 1/4 6 1/8 6 1/2 7 1/2 8 1/4 9 10 11 12 1/2 15 17 1/2 20 1/2 23 25 1/2 28 30 1/2
9/16 5/8 11/16 13/16 7/8 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 7/8 2 1/8 2 1/4 2 3/8 2 1/2 2 5/8 2 3/4
1 3/8 1 11/16 2 2 1/2 2 7/8 3 5/8 4 1/8 5 5 1/2 6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21 23
2 5/8 3 1/4 3 1/2 3 7/8 4 1/25 5 5 7/8 6 5/8 7 1/4 7 7/8 9 1/4 10 5/8 13 15 1/4 17 3/4 20 1/4 22 1/2 24 3/4 27
4 4 4 4 4 8 8 8 8 8 8 12 12 16 16 20 20 24 24
Page 423
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8 1 1 1 1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 1/2 1 5/8
0.9 1.4 1.8 2.6 3.6 4.5 6.8 9.1 14.0 14.9 19.9 27.6 45.3 70.3 102.0 131.5 167.8 206.3 265.3
FLANGES
22 24
33 36
2 7/8 3
25 1/4 27 1/4
29 1/4 32
24 24
1 3/4 1 7/8
326.5 403.7
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105. 22" SIZE NOT COVERED BY USAS B16.5.
600 lbs. BLIND FLANGES NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
DIMENSIONS OF SIZE "1/2" THROUGH 1/2"" ARE THE SAME AS FOR 40016 FLAANGES.
4 5 6 8 10 12 14 16 18 20 22 24
10 3/4 13 14 16 1/2 20 22 23 3/4 27 29 1/4 32 34 1/4 37
1 1/2 1 3/4 1 7/8 2 3/16 2 1/2 2 5/8 2 3/4 3 3 1/4 3 1/2 3 3/4
6 3/16 7 5/16 8 1/2 10 5/8 12 3/4 15 16 1/4 18 1/2 21 23 25 1/4 27 1/4
8 1/2 10 1/2 11 1/2 13 3/4 17 19 1/4 20 3/4 23 3/4 25 3/4 28 1/2 30 5/8 33
8 8 12 12 16 20 20 20 20 24 24 24
Page 424
1 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 3/4 1 3/4 1 7/8 2
18.6 28.0 39.0 63.5 104.2 133.8 161.1 224.6 285.8 367.4 453.5 566.7
FLANGES UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105. 22" SIZE NOT COVERED BY USAS B16.5.
900 lbs. BLIND FLANGES NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12 14 16 18 20 24
4 3/4 5 1/8 5 7/8 6 1/4 7 8 1/2 9 5/8 9 1/2 11 1/2 13 3/4 15 18 1/2 21 1/2 24 25 1/4 27 3/4 31 33 3/4 41
7/8 1 3/8 1 1 11/16 1 1/8 2 1 1/8 2 1/2 1 1/4 2 7/8 1 1/2 3 5/8 1 5/8 4 1/8 1 1/2 5 1 3/4 6 3/16 2 7 5/16 2 3/16 8 1/2 2 1/2 10 5/8 2 3/4 12 3/4 3 1/8 15 3 3/8 16 1/4 3 1/2 18 1/2 4 21 4 1/4 23 5 1/2 27 1/4
3 1/4 3 1/2 4 4 3/8 4 7/8 6 1/2 7 1/2 7 1/2 9 1/4 11 12 1/2 15 1/2 18 1/2 21 22 24 1/4 27 29 1/2 35 1/2
4 4 4 4 4 8 8 8 8 8 12 12 16 20 20 20 20 20 20
Page 425
7/8 7/8 1 1 1 1/8 1 1 1/8 1 1 1/4 1 3/8 1 1/4 1 1/2 1 1/2 1 1/2 1 5/8 1 3/4 2 2 1/8 2 5/8
1.8 2.7 3.6 4.7 5.9 11.3 15.9 13.2 24.5 38.0 52.2 90.7 131.5 188.3 235.9 272.2 385.6 487.6 819.3
FLANGES
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
1500 lbs. BLIND FLANGES NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
4 3/4 5 1/8 5 7/8 6 1/4 7 8 1/2 9 5/8 10 1/2 12 1/4 14 3/4 15 1/2 19 23 26 1/2
7/8 1 1 1/8 1 1/8 1 1/4 1 1/2 1 5/8 1 7/8 2 1/8 2 7/8 3 1/4 3 5/8 4 1/4 4 7/8
1 3/8 1 11/16 2 2 1/2 2 7/8 3 5/8 4 1/8 5 6 8/16 7 5/16 8 1/2 10 5/8 12 3/4 15
3 1/4 3 1/2 4 4 3/8 4 7/8 6 1/2 7 1/2 8 9 1/2 11 1/2 12 1/2 15 1/2 19 22 1/2
4 4 4 4 4 8 8 8 8 8 12 12 12 16
7/8 7/8 1 1 1 1/8 1 1 1/8 1 1/4 1 3/8 1 5/8 1 1/2 1 3/4 2 2 1/8
1.8 2.7 3.6 4.7 5.9 11.3 15.9 21.8 33.1 60.4 72.6 136.1 231.3 313.0
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
2500 lbs. BLIND FLANGES Page 426
FLANGES
NOMINAL OUTSIDE THICK O.D.OF BOLT NUMBER DIAM. UNIT PRICE PIPE DIAM. NESS RAISED CIRCLE OF OF WEIGHT (FOB) SIZE (MIN.) FACE DIAM. HOLES HOLE (kg) (APPROX)
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 10 12
5 1/4 5 1/2 6 1/4 7 1/4 8 9 1/4 10 1/2 12 14 16 1/2 19 21 3/4 26 1/2 30
1 3/16 1 3/8 1 1/4 1 11/16 1 3/8 2 1 1/2 2 1/2 1 3/4 2 7/8 2 3 5/8 2 1/4 4 1/8 2 5/8 5 3 6 3/16 3 5/8 7 5/16 4 1/4 8 1/2 5 10 5/8 6 1/2 12 3/4 7 1/4 15
3 1/2 3 3/4 4 1/4 5 1/8 5 3/4 6 3/4 7 3/4 9 10 3/4 12 3/4 14 1/2 17 1/4 21 1/4 24 3/8
4 4 4 4 4 8 8 8 8 8 8 12 12 12
7/8 7/8 1 1 1/8 1 1/4 1 1/8 1 1/4 1 3/8 1 5/8 1 7/8 2 1/8 2 1/8 2 5/8 2 7/8
3.1 3.6 4.9 7.7 10.4 17.6 25.4 39.0 61.2 102.0 156.4 240.4 467.0 589.5
UNLESS OTHER MATERIAL IS SPECIFIED, FUTAWA'S FLANGES ARE FORGED FROM STEEL BILLETS COVERED BY ASTM A105.
PLATE FLANGES covered by API Spec. PIPE SIZE
(B) 1/2
O.D. D
88.9
BORE THICKA NESS
22.2
T 11.1
O.D. of RE
G 34.9
BOLT O.D. CIRCLE HOLE
C 60.3 Page 427
H 15.9
No. of HOLES
4
O.D.of WEIGHT BOLT kg
1/2
0.4
FLANGES
3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 22 24
98.4 108.0 117.5 127.0 152.4 177.8 190.5 215.9 228.6 254.0 279.4 342.9 406.4 482.6 533.4 596.9 635.0 698.5 749.3 812.8
27.7 34.5 43.2 49.1 61.1 77.1 90.0 102.6 115.4 141.2 166.6 218.0 269.5 321.0 358.1 409.0 459.0 510.0 561.0 612.0
12.7 14.3 15.9 17.5 19.1 22.2 23.8 23.8 23.8 23.8 25.4 28.6 30.2 31.8 34.9 36.5 39.7 42.9 46.0 47.6
42.9 50.8 63.5 73.0 92.1 104.8 127.0 139.7 157.2 185.7 215.9 269.9 323.9 381.0 421.8 469.9 533.4 584.2 641.3 692.2
69.9 79.4 88.9 98.4 120.7 139.9 152.4 177.8 190.5 215.9 241.3 298.5 362.0 431.8 476.3 539.8 577.9 635.0 692.1 749.3
15.9 15.9 15.9 15.9 19.1 19.1 19.1 19.1 19.1 22.2 22.2 22.2 25.4 25.4 28.6 28.6 31.8 31.8 34.9 34.9
4 4 4 4 4 4 4 8 8 8 8 8 12 12 12 16 16 20 20 20
1/2 1/2 1/2 1/2 5/8 5/8 5/8 5/8 5/8 3/4 3/4 3/4 7/8 7/8 1 1 1 1/8 1 1/8 1 1/4 1 1/4
0.8 0.8 1.2 1.6 1.9 2.4 3.0 4.4 5.8 6.2 7.4 12.0 19.0 30.0 31.0 39.0 44.0 56.0 63.0 75.0
O.F.of RF
BOLT CIRCLE
DRILLING DIA No.
G 97 111 125 152
DIA C
H 18 18 18 18
PLATE FLANGES for WATERWORKS PIPE SIZE
BORN
O.D.
(m/m) 50 65 80 100
A 61.5 77.5 90.0 115.4
D 184 193 211 238
THICK CUT for THICK WELD of RF
T 18 18 18 18
F 4 4 4 4
f 2 2 3 3 Page 428
140 155 168 195
N 4 4 4 4
FLANGES
125 150 200 250 300 350 400 450 500 600 700 800 900 1,000 1,100 1,200 1,350 1,500
141.2 166.6 218.0 269.5 321.0 358.1 409.0 459.0 510.0 612.0 713.0 815.0 917.0 1,018.0 1,120.0 1,221.0 1,374.0 1,526.0
263 290 342 410 464 530 582 652 706 810 928 1,034 1,156 1,262 1,366 1,470 1,642 1,800
18 20 21 23 26 26 26 28 28 30 30 32 32 34 36 38 40 42
4 5 6 6 6 6 6 6 6 6 6 7 8 9 10 11 12 13
3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4
177 204 256 308 362 414 466 518 572 676 780 886 990 1,096 1,200 1,304 1,462 1,620
O.D. of RF
BOLT CIRCLE
G 42 48 52 62
C 55 60 65 75
220 247 299 360 414 472 524 585 639 743 854 960 1,073 1.179 1,283 1,387 1,552 1,710
18 18 18 21 21 24 24 28 28 28 31 31 34 34 34 34 38 38
6 6 8 8 10 10 12 12 12 16 16 20 20 24 24 28 28 32
PLATE FLANGES for JIS 5 kg/cm3 JIS Standard B2211 PIPE SIZE
3/8 1/2 3/4 1
I.D.
O.D.
A 18.0 22.5 28.0 34.5
D 75 80 85 95
THICK- THICK NESS of RF
T 9 9 10 10
f 1 1 1 1
Page 429
DRILLING
H 12 12 12 12
N 4 4 4 4
WEIGHT (kg) PLATE
0.27 0.3 0.37 0.45
FLANGES
1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 7 8 9 10 12 14 16 18 20 22 24
43.5 50.0 61.5 77.5 90.5 103.0 116.0 142.0 167.0 192.0 218.0 244.0 270.0 320.0 358.0 409.0 459.0 510.0 561.0 612.0
115 120 130 155 180 190 200 235 265 300 320 345 385 430 480 540 605 655 720 770
12 12 14 14 14 14 16 16 18 18 20 20 22 22 24 24 24 24 26 26
2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3
72 78 88 112 125 135 145 180 210 235 255 280 320 365 405 465 525 575 630 680
90 95 105 130 145 155 165 200 230 260 280 305 345 390 435 495 555 605 655 715
15 15 15 15 19 19 19 19 19 23 23 23 23 23 25 25 25 25 27 27
4 4 4 4 4 4 8 8 8 8 8 12 12 12 12 16 16 20 20 20
0.8 0.83 1.1 1.5 2.0 2.2 2.4 3.3 4.5 5.6 6.4 8.5 9.0 10.7 15.0 18.0 23.0 26.0 32.0 35.0
PLATE FLANGES for JIS 10 kg/cm2 JIS Standard B2212 PIPE SIZE
I.D.
O.D.
A
D
THICK- THICK NESS of RF
T
f
O.D. of RF
BOLT CIRCLE
G
C
Page 430
DRILLING
H
N
WEIGHT (kg) PLATE
FLANGES
3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 7 8 9 10 12 14 16 18 20 22 24
18.0 22.5 28.0 34.5 43.5 50.0 61.5 77.5 90.5 103.0 116.0 142.0 167.0 192.0 218.0 244.0 270.0 320.0 358.0 409.0 459.0 510.0 561.0 612.0
90 95 100 125 135 140 155 175 185 195 210 250 280 305 330 350 400 445 490 560 620 576 745 795
12 12 14 14 16 16 16 18 18 18 18 20 22 22 22 22 24 24 26 28 30 30 32 32
1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3
48 52 58 70 80 85 100 120 130 140 155 185 215 240 265 285 325 370 415 475 530 585 640 690
PLATE FLANGES for JIS 20 kg/cm2 JIS Standard B2214
Page 431
65 70 75 90 100 105 120 140 150 160 175 210 240 265 290 310 355 400 445 510 565 620 680 730
15 15 15 19 19 19 19 19 19 19 19 23 23 23 23 23 25 25 25 27 27 27 33 33
4 4 4 4 4 4 4 4 8 8 8 8 8 12 12 12 12 16 16 16 20 20 20 24
0.52 0.57 0.74 1.2 1.5 1.6 1.9 2.6 2.65 2.8 3.2 4.9 6.3 7.3 8.6 10.5 11.0 12.0 17.5 25.0 33.0 36.0 49.0 52.0
FLANGES
PIPE SIZE
3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 7 8 9 10 12 14 16 18 20 22 24
I.D.
O.D.
A 18.0 22.5 28.0 34.5 43.5 50.0 61.5 77.5 90.5 103.0 116.0 142.0 167.0 192.0 218.0 244.0 270.0 320.0 358.0 409.0 459.0 510.0 561.0 612.0
D 90 95 100 125 135 140 155 175 200 210 225 270 305 325 350 410 430 480 540 605 675 730 795 845
THICK- THICK NESS of RF
T 14 14 16 16 18 18 18 20 22 24 24 26 28 30 30 34 34 36 40 46 48 50 52 54
f 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3
O.D. of RF
BOLT CIRCLE
G 48 52 58 70 80 85 100 120 135 145 160 195 230 250 275 325 345 395 440 495 560 615 670 720
C 65 70 75 90 100 105 120 140 160 170 185 225 260 280 305 360 380 430 480 540 605 660 720 770
Page 432
DRILLING
H 15 15 15 19 19 19 19 19 23 23 23 25 25 25 25 27 27 27 33 33 33 33 39 39
N 4 4 4 4 4 4 8 8 8 8 8 8 12 12 12 12 12 16 16 16 20 20 20 24
WEIGHT (kg) PLATE
0.57 0.63 0.78 1.2 1.6 1.65 2.1 2.5 3.7 4.2 4.9 7.35 9.8 11.1 12.2 19.0 21.0 24.0 36.0 51.0 67.0 78.0 93.0 103.0
FLANGES
BOSS FLANGES for JIS 10 kg/cm2 ans 5 kg/cm2 BOSS FLANGES for 5 kg/cm2 covered by JIS B 2221.1) PIPE SIZE (MM)
(A) 225 250 300 350 400
O.D. of PIPE
PIPE SIZE (IN.)
BORE
O.D.
241.8 267.4 318.5 355.6 406.4
(B) 9 10 12 14 16
do 243.7 269.5 321.0 358.1 409.0
D 345 385 430 480 540
BOSS DIMEENSIONS
THICK
t 20 22 22 24 24
T 30 32 34 36 36
e 7 -
a 286 338 378 432
b 290 342 382 436
BOSS FLANGES for 10 kg/cm2 covered by JIS B 2224.2)
(A)
O.D. of
(B)
do
D
t
T
e
a
b
175 200 225 250 300 350 400
190.7 216.3 241.8 267.4 318.5 355.6 406.4
7 8 9 10 12 14 16
192.1 218.0 243.7 269.5 321.0 358.1 409.0
305 330 350 400 445 490 560
22 22 22 24 24 26 28
32 32 34 36 38 42 44
7 7 7 -
208 234 260 288 340 380 436
212 238 264 292 346 386 442
NOTE : 1. DIMENSIONS OF SIZES 3/8" THROUGH 8" ARE THE SAME AS FOR Page 433
FLANGES PLATE FLANGES FOR 5kg/cm2 COVERED BY JIS B2211. 2. DIMENSIONS OF SIZES 3/8" THROUGH 6" ARE THE SAME AS FOR PLATE FLANGES FOR 10kg/cm2 COVERED BY JIS B2212.
BOSS FLANGES for JIS 20 kg/cm2 JIS Standard B2224 PIPE SIZE
(B) 3/8 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 (3 1/2) 4 5 6 8 10 12 14 16
(A) 10 15 20 25 32 40 50 65 80 (90) 100 125 150 200 250 300 350 400
O.D. of PIPE
17.3 21.7 27.2 34.0 42.7 48.6 60.5 76.3 89.1 101.6 114.3 139.8 165.2 216.3 267.4 318.5 355.6 406.4
BORE
O.D.
do 17.8 22.2 27.7 34.5 43.2 49.1 61.1 76.9 89.7 102.2 114.9 140.4 166.0 217.1 268.4 319.5 356.6 407.4
D 90 95 100 125 135 140 155 175 200 210 225 270 305 350 430 480 540 605
FLANGED DIMENSIONS HUB
t 14 14 16 16 18 18 18 20 22 24 24 26 28 30 34 36 40 46 Page 434
T 20 20 22 24 26 26 26 30 34 36 36 40 42 46 52 56 62 70
a 30 34 40 48 56 62 76 94 108 120 134 164 196 244 304 354 398 446
b 32 36 42 50 60 66 80 98 112 124 138 170 202 252 312 364 408 456
r 4 4 4 4 5 5 5 5 6 6 6 6 6 6 6 8 8 10
FLANGES
NOTE : 1) UNLESS OTHERWISE SPECIFIED , ABOVE FLANGES ARE BOREED TO THESE DIMENSION 'D' (TO MATCH SCH.40 PIPE.)
Page 435
FLANGES
HICKNESS "t" SCH.
SCH.
100
120
SCHED SCHED 140
160
0.187 0.218 0.250 0.250 0.281 0.343 0.375 0..438
0.593 0.718 0.843 0.937 1.031 1.156 1.281 1.531
0.438 0.500 0.562 0.718 0.843 1.00 1.093 1.218 1.375 1.500 1.812
0.812 1.000 1.125 1.250 1.438 1.562 1.750 2.062
0.531 0.625 0.718 0.906 1.125 1.312 1.406 1.593 1.781 1.968 2.343
XX
NOMINAL PIPE
STRONG
0.294 0.308 0..358 0.382 0.400 0.436 0.552 0.600 0.636 0.674 0.750 0.864 0.875 1.000 1.000
1/5 1/4 3/5 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 8 10 12 14 16 18 20 24 Page 436
FLANGES
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) (APPROX)
5/8 5/8 5/8 5/8 5/8 3/4 3/4 3/4 3/4 3/4 7/8 7/8 7/8
0.5 0.8 1.1 1.4 1.9 2.8 4.3 5.2 6.6 7.4 9.6 12.1 20.1
Page 437
FLANGES
1 1 1 1/8 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8 1 3/8 1 3/8 1 3/8 1 5/8 1 5/8 1 5/8 1 5/8
28.3 43.0 56.2 73.2 86.1 109.7 102.0 157.5 136.0 142.8 163.2 197.3 210.9 235.8 340.1
FORM TO CLASS 125 CAST
WALL PIPE) UNLESS OTHERWISE
D FROM ROLLED STEEL BILLETS
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) Page 438
FLANGES (APPROX)
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8 7/8 7/8 7/8 7/8 1 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8 1 3/8 1 5/8 1 5/8 1 3/4 1 3/4 1 7/8 2 2 2 1/8
0.8 1.3 1.7 2.1 3.0 3.6 5.3 7.2 9.2 11.9 16.0 20.8 32.2 46.6 69.0 93.4 119.6 150.5 184.4 210.9 274.7 303.9 367.4 421.8 467.7 544.0 589.5
Page 439
FLANGES
WALL PIPE) UNLESS OTHERWISE
MING TO ASTM A181.
O ASTM A105.
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) (APPROX)
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8 1 1 1 1 1 1/8 1 1/4 1 3/8
0.9 1.5 1.8 2.5 3.5 4.4 6.3 8.6 10.7 15.8 19.5 25.8 40.3 56.9 79.3
Page 440
FLANGES
1 3/8 1 1/2 1 1/2 1 5/8 1 3/4 1 7/8 1 7/8 2 2 1/8 2 1/8 2 1/8 2 1/8
104.8 133.8 158.7 192.7 229.0 281.2 340.1 399.1 453.5 521.6 589.5 670.0
ROM STEEL BILLETS COVERED
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) (APPROX)
E
Page 441
FLANGES
1 1 1/8 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 3/4 1 3/4 1 7/8 2 2 2 1/8 2 1/8 2 3/8 2 3/8 2 5/8
17.5 29.3 35.3 53.6 89.1 110.2 126.9 181.7 221.1 278.2 326.5 399.4 467.0 535.0 589.5 680.3 762.9 793.7
D FORM STEEL BILLETS COVERED
Page 442
FLANGES
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) (APPROX)
7/8 7/8 1 1 1 1/8 1 1 1/8 1 1 1/4 1 3/8 1 1/4 1 1/2 1 1/2 1 1/2 1 5/8 1 3/4 2 2 1/8 2 5/8 2 7/8 3 1/8 3 1/8
1.9 2.7 3.8 4.4 6.0 11.0 15.2 13.9 22.8 37.0 48.4 83.3 123.8 166.9 189.3 234.7 318.9 399.3 730.5 715.0 839.0 975.0
Page 443
FLANGES
3 3/8 3 5/8 3 5/8
1,001.00 1,374.00 1,564.90
D FROM STEEL BILLETS COVERED
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) (APPROX)
E
1 1/4 1 3/8 1 5/8 1 1/2 1 3/4 2 2 1/8
20.1 30.1 57.1 69.0 118.4 208.2 312.1
Page 444
FLANGES
2 3/8 2 5/8 2 7/8 3 1/8 3 5/8
406.5 525.0 687.2 852.6 1,366.8
DIAM. UNIT PRICE OF WEIGHT (FOB) HOLE (kg) (APPROX)
7/8 7/8 1 1 1/8 1 1/4 1 1/8 1 1/4 1 3/8 1 5/8 1 7/8 2 1/8 2 1/8 2 5/8 2 7/8
3.1 3.6 5.4 7.7 11.3 19.0 23.5 42.6 65.7 111.1 172.3 263.0 489.8 694.5
TEEL BILLETS COVERED.
Page 445
FLANGES
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.4 0.6 0.8 1.0 1.3 2.1 3.2 3.9 4.9 5.3 6.2 7.7 12.5 17.5 27.4 34.7 44.4 51.9 61.7 83.9 87.4
Page 446
FLANGES
113.3 129.2 142.8 179.1 190.5 217.7 263.0
ASS 125 CAST IRON FLANGES,
ROM STEEL BILLETS COVERED
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.6 1.1 1.4 1.7 2.5 2.9 4.2 5.9
Page 447
FLANGES
7.4 9.7 12.3 15.9 24.7 35.7 51.6 69.8 87.6 108.7 134.5 167.8 203.0 258.5 326.5 367.4 403.7 489.0 544.3
ED BY ASTM A181.
UNIT
PRICE
Page 448
FLANGES WEIGHT (FOB) (kg) (APPROX)
0.8 1.3 1.5 2.0 3.0 3.6 5.2 7.0 8.8 11.7 14.0 19.9 30.3 41.2 58.9 8.6 106.5 129.2 156.4 188.7 231.3 294.8 353.8 408.2 467.0 521.6 Page 449
FLANGES
603.0
ROM STEEL BILLETS
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
14.6 24.7 29.6 44.1 71.9 95.4
Page 450
FLANGES
98.7 143.0 174.0 222.0 267.6 312.2 340.9 489.0 535.0 625.0 680.3 725.7
FROM STEEL BILLETS
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
1.8 2.3 3.4 4.0
Page 451
FLANGES
5.4 10.0 13.6 11.7 19.9 32.3 41.8 72.3 102.7 136.7 153.9 184.8 261.2 317.9 607.7 694.0 816.4 942.0 1,139.9 1,338.1 1,519.5
ROM STEEL BILLETS
Page 452
FLANGES UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
18.0 27.8 52.6 62.2 10.4.5 178.5 267.8
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
3.1 3.6 4.9
Page 453
FLANGES
7.2 9.9 17.2 24.9 37.6 56.6 95.2 147.4 219.9 421.8 498.9
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.4 0.6 0.8 1.0 1.3 2.1 3.2
Page 454
FLANGES
3.9 4.9 5.3 6.2 7.7 12.5 17.5 24.4 47.6 63.5 72.5 88.4 111.1 124.7
FROM STEEL BILLETS
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.9 1.3 1.3 1.8 Page 455
FLANGES
2.7 3.1 4.5 5.8 7.7 9.9 12.7 17.6 26.3 41.2 63.5 86.1 113.3 133.8 167.8 197.3 249.4
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.9 1.3 1.8 2.2
Page 456
FLANGES
3.1 4.0 5.4 6.8 9.0 11.3 13.1 19.0 29.0 49.8 68.0 92.9 117.9 142.8 174.6 206.3 258.5
ROM STEEL BILLETS
PRICE WEIGHT (FOB) (kg)
Page 457
FLANGES
1/2" ARE GES. 1 1 1/8 1 1/8 1 1/4 1 3/8 1 3/8 1 1/2 1 5/8 1 3/4 1 3/4 1 7/8 2
16.3 27.6 35.3 49.8 77.1 90.7 113.3 165.5 197.3 258.5 303.9 367.4
D FROM STEEL BILLETS
PRICE WEIGHT (FOB) (kg)
1.8 2.2 3.6 4.0 Page 458
FLANGES
5.4 11.3 15.8 11.3 23.1 36.7 47.6 86.1 124.7 167.8 188.2 210.9 294.8 367.4 703.0
OM STEEL BILLETS
NUMBER DIAM. UNIT PRICE OF OF WEIGHT (FOB) HOLES HOLE (kg) (APPROX)
4 4 4
5/8 5/8 5/8
0.5 0.9 0.9
Page 459
FLANGES
4 4 4 4 4 8 8 8 8 8 12 12 12 16 16 20 20 20
5/8 5/8 3/4 3/4 3/4 3/4 3/4 7/8 7/8 7/8 1 1 1 1/8 1 1/8 1 1/4 1 1/4 1 3/8 1 3/8
1.3 1.3 2.2 3.1 3.6 4.9 5.8 6.8 8.6 13.6 19.5 29.0 40.8 44.44 58.9 74.8 83.9 99.7
NUMBER DIAM. UNIT PRICE OF OF WEIGHT (FOB) HOLES HOLE (kg) (APPROX)
4 4 4
5/8 3/4 3/4
0.9 1.3 1.3
Page 460
FLANGES
4 4 8 8 8
3/4 7/8 3/7 7/8 7/8
1.8 2.7 3.1 4.5 5.8
FROM STEEL BILLETS
NUMBER DIAM. UNIT PRICE OF OF WEIGHT (FOB) HOLES HOLE (kg) (APPROX)
4 4 4 4 4 8 8 8
5/8 3/4 3/4 3/4 7/8 3/4 7/8 7/8
NUMBER DIAM.
0.9 1.3 1.8 2.2 3.1 4.0 5.8 7.2
UNIT
PRICE Page 461
FLANGES OF HOLES
OF WEIGHT (FOB) HOLE (kg) (APPROX)
4 4 4 4 4 8 8
7/8 7/8 1 1 1 1/8 1 1 1/8
1.8 2.2 3.6 4.0 5.4 11.3 16.3
ED FROM STEEL BILLETS
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
ARE 21.3 34.0 63.5 77.1 129.2
Page 462
FLANGES
219.9 285.7 403.7 521.6 671.0 807.0 1,284.0
TEEL BILLETS
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
3.1 3.6 4.9 7.2 9.9 16.7 24.0 36.2 54.4 92.9 142.8
Page 463
FLANGES
213.1 408.2 498.9
TEEL BILLETS
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.4 0.6 0.8 1.0 1.3 2.1 3.2 3.9 4.9 5.3 6.2 7.7 12.5 17.5 27.4 34.7 44.4 51.9 Page 464
FLANGES
61.7 83.9 87.4
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.6 1.1 1.4 1.7 2.5 2.9 4.2 5.9 7.4 9.7 12.3 15.9 24.7 35.7 51.6 69.8 87.6
Page 465
FLANGES
108.7 134.5 167.8 203.0
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
0.8 1.3 1.5 2.0 3.0 3.6 5.2 7.0 8.8 11.7 14.0 19.9 30.3 41.2 58.9
Page 466
FLANGES
81.6 106.5 129.2 156.4 183.7 231.3
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
R 400 lbs. FLAANGES. 14.6 24.7 29.6 44.1 71.9 95.4 98.7 143.0 174.0 Page 467
FLANGES
222.0 267.6 312.2
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
1.8 2.3 3.4 4.0 5.4 10.0 13.6 11.7 19.9 32.3 41.8 72.3 102.7 136.7 153.9
Page 468
FLANGES
184.8 261.2 317.9 607.7
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
1.8 2.3 3.4 4.0 5.4 10.0 13.6 18.0 27.8 52.6 62.2 104.5 178.6 267.8
Page 469
FLANGES
UNIT PRICE WEIGHT (FOB) (kg) (APPROX)
3.1 3.6 4.9 7.2 9.9 16.7 24.0 36.2 54.4 92.9 142.8 213.1 408.2 498.9
Page 470
FLANGES
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FLANGES
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FLANGES
WEIGHT (kg) PLATE BLIND
3.0 3.0 4.1 4.8
3.65 3.85 4.5 5.55 Page 478
FLANGES
5.7 7.0 9.2 13.5 18.0 24.0 28.0 36.5 41.0 52.0 70.0 80.0 90.0 115.0 140.0 165.0 220.0 240.0
7.2 9.3 13.5 21.5 30.0 39.8 47.0 65.6 80.0 105.0 141.0 190.0 233.0 296.0 365.0 452.0 580.0 760.0
WEIGHT (kg) BLIND
0.29 0.33 0.42 0.53 Page 479
FLANGES
0.94 1.1 1.5 2.1 2.7 3.1 3.8 5.3 7.7 9.8 12.2 15.9 19.0 24.7 37.0 43.0 54.0 63.0 82.0 95.0
WEIGHT (kg) BLIND
Page 480
FLANGES
0.55 0.61 0.8 1.4 1.7 1.9 2.3 3.3 3.6 4.0 4.7 7.4 10.1 12.3 15.0 19.3 22.0 27.0 35.5 58.0 70.0 84.0 110.0 125.0
Page 481
FLANGES
WEIGHT (kg) BLIND
0.6 0.68 0.85 1.34 1.72 1.9 2.3 3.2 4.4 5.7 6.8 10.5 14.5 17.9 20.8 29.7 34.0 47.0 68.0 94.0 120.0 148.0 180.0 210.0
Page 482
FLANGES
BOSS DIMEENSIONS
DIA WEIGHT of (kg) BOLT
DRILLING No.
r 5 5 5 5
r
C 305 345 390 435 495
C
N 12 12 12 12 16
N
H 23 23 23 25 25
M20 M20 M20 M22 M22
6.64 10.1 11.3 12.8 18.3
H
DIA of
WEIGHT (kg)
BOLT
6 6 6 6 6 6 6
265 290 310 355 400 445 510
12 12 12 12 16 16 16
23 23 23 25 25 25 27
M20 M20 M20 M22 M22 M22 M24
7.28 8.04 8.44 12.7 13.8 18.2 25.2
Page 483
FLANGES
D DIMENSIONS
O.D. of BOLT
DRILLING
f 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3
g 48 52 58 70 80 85 100 120 135 145 160 195 230 275 345 395 440 495
d 65.9 78.1 90.2 102.3 126.6 151.0 199.9 248.8 297.9 333.4 381.0
C 65 70 75 90 100 105 120 140 160 170 185 225 260 305 380 430 480 540
No. 4 4 4 4 4 4 8 8 8 8 8 8 12 12 12 16 16 16
h 15 15 15 19 19 19 19 19 23 23 23 25 25 25 27 27 33 33 Page 484
M12 M12 M12 M16 M16 M16 M16 M16 M20 M20 M20 M22 M22 M22 M24 M24 M30 M30
e 5 5 5 5 6 6 6 7 7 8 8 9 10 11 12 13 14 15
m 4 4 4 4 5 5 5 6 6 7 7 8 8 9 10 11 12 13
S2 5 5 5 5 5 5 5 5 5 5 5
n 6 6 6 7 7 8 9 10 11 11 12
FLANGES
Page 485
FLANGES
Page 486
FLANGES
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FLANGES
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FLANGES
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FLANGES
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FLANGES
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FLANGES
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FLANGES
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FLANGES
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FLANGES
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FLANGES
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FLANGES
Page 498
FLANGES
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FLANGES
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FLANGES
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FLANGES
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FLANGES
Page 503
FLANGES
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FLANGES
Page 505
FLANGES
Page 506
FLANGES
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FLANGES
Page 508
FLANGES
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FLANGES
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FLANGES
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FLANGES
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FLANGES
Page 514
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Page 515
FLANGES
Page 516
FLANGES
Page 517
FLANGES
Page 518
FLANGES
Page 519
FLANGES
Page 520
FLANGES
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FLANGES
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FLANGES
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FLANGES
Page 524
FLANGES
Page 525
FLANGES
Page 526
FLANGES
Page 527
FLANGES
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FLANGES
Page 529
FLANGES
Page 530
FLANGES
Page 531
FLANGES
Page 532
FLANGES
Page 533
FLANGES
W
kg 0.59 0.66 0.82 1.28 1.60 1.69 1.92 2.70 3.86 4.47 5.03 7.98 10.5 13.3 22.1 27.2 39.1 54.0 Page 534
FLANGES
Page 535
USEFUL TABLE
HEXAGON HEAD BOLTS UNC - thread
THREAD 1/4UNC
5/16UNC
3/8UNC
7/16UNC
7/16UNC
1/2UNC
20
18
16
14
13
13
7/16 11.1 4 19
1/2 12.7 5.2 22
9/16 14.3 6 25
5/8 15.9 7.1 28
3/4 19 7.9 32 38
3/4 19 7.9 32 38 Approximate weights in kgs per
13 16 19
0.545 0.605 0.663
0.906 1.00 1.10
1.42 1.56 1.70
2.29
3.35
7/8 1 1 1/4
22 25 32
0.723 0.823 0.982
1.19 1.29 1.57
1.84 1.99 2.27
2.48 2.68 3.07
3.61 3.87 4.38
1 1/2 1 3/4 2
38 45 51
1.14 1.30 1.46
1.81 2.06 2.31
2.70 3.05 3.41
3.61 4.09 4.57
4.89 5.63 6.27
2 1/4 2 1/2 2 3/4
57 64 70
1.61 1.77 1.93
2.55 2.80 3.04
3.77 4.12 4.47
5.06 5.54 6.02
6.90 7.53 8.16
Number of threads per inch Nich H mm Thread lengeht g for L up to 152 over 152 Lengeht L inch mm 1/2 5/8 3/4
Page 536
USEFUL TABLE
3 3 1/4 3 1/2
76 83 89
3 3/4 4 4 1/2
95 102 114
5 5 1/2 6
127 140 152
6 1/2 7 7 1/2 8 9 10 11 12
165 178 191 203 229 254 279 304
2.09
3.29
4.83 5.19 5.54
6.51 6.99 7.47
8.79 9.43 10.1
4.03 4.28
5.89 6.25 6.96
8.44
10.7 11.3 12.6
5.26
7.67 8.38 9.09
10.4
13.8 15.1 16.4
3.78
17.5 18.8 20.0 21.3
Nut 0.323 0.488 0.26 0.35 Standard packing Bolt lengths within the coloured panel are fully threaded Number per box 1/4UNC 5/16UNC 100
13-76 Page 537
13-127
0.671 0.71
1.29
1.70 1.41
3/6UNC
7/16UNC
1/2UNC
13-76
19-51
USEFUL TABLE
50 25 10
83-152
57-127
19-203
TABLE OF GAUGES S.W.G. B.W.Q. B.G. No. 0/7 0/6 0/5 0/4 0/3 0/2 0 1 2 3 4 5 6 7 8 9 10
Standard Wire Gauges Birmingham (or Stubs Iron) Wire Gauge Birmingham Gauge S.W.G. B.W.G. inch mm inch mm .500 12.700 .464 11.785 .432 10.973 .400 10.160 .454 11.532 .372 9.449 .425 10.795 .348 8.839 .380 9.652 .324 8.230 .300 8.636 .300 7.620 .294 7.620 .276 7.010 .259 7.214 .252 6.401 .238 6.579 .232 5.893 .220 6.045 .212 5.385 .203 5.588 .192 4.877 .180 5.156 .176 4.470 .165 4.572 .160 4.064 .148 4.191 .144 3.658 .134 3.759 .128 3.251 .120 3.404
Page 538
B.S. U.S.G. M.S.G. B.G. inch mm
.500 .445 .396 .353 .315 .280 .250 .223 .198 .176 .157 .140 .125
2.700 1.308 0.068 8.971 7.993 7.122 6.350 5.651 5.032 4.480 3.988 3.551 3.157
American Brown and Sharp's Gauge United Standard Gauge United States Manutactures' Standard Gauge B.S. inch mm
.460 .410 .365 .325 .289 .258 .229 .204 .182 .162 .144 .129 .114 .102
11.684 10.404 9.266 8.252 7.348 6.543 5.827 5.189 4.620 4.115 3.665 3.264 2.906 2.588
USEFUL TABLE
11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
.116 .104 .092 .080 .072 .064 .056 .048 .040 .036 .032 .028 .024 .022 .020 .0180 .0164 .0148 .0136 .0124 .0116 .0108 .0100 .0092 .0084 .0078 .0068 .0060 .0052
2.946 2.642 2.337 2.032 1.829 1.626 1.422 1.219 1.016 .914 .813 .711 .610 .559 .508 .457 .417 .376 .345 .315 .295 .274 .254 .234 .213 .193 .173 .152 .132
.109 .095 .083 .072 .065 .058 .049 .042 .035 0.32 .028 .025 .022 .020 .018 .016 .014 .013 .012 .010 .009 .008 .007 .006 .005 .004
3.048 2.769 2.413 2.108 1.829 1.651 1.473 1.245 1.067 .889 .813 .711 .635 .559 .508 4.57 .406 .356 .330 .305 .254 .229 .203 .178 .127 .102
Page 539
.111 .099 .088 .079 .070 .063 .056 .050 .0440 .0392 .0349 .0313 .0278 .0248 .0220 .0196 .0175 .0156 .0139 .0123 .0110 .0098 .0087 .0077 .0069 .0061 .0045 .0048
2.827 2.517 2.240 1.994 1.775 1.587 1.412 1.257 1.118 .996 .886 .94 .707 .629 .560 .498 .443 .397 .353 .312 .279 .249 .221 .196 .175 .155 .137 .122
.091 .081 .072 .064 .057 .051 .045 .040 .0359 .0302 .0285 .0253 .0226 .0201 .0179 .0159 .0142 .0126 .0113 .0100 .0089 .0080 .0071 .0063 .0056 .0050 .0045 .0040 .0035
2.304 2.052 1.829 1.628 1.450 1.290 1.151 1.024 .912 .813 .724 .643 .574 .511 .455 .404 .361 .320 .287 .254 .227 .202 .180 .160 .143 .127 .113 .101 .090
USEFUL TABLE
40
.0048
.122
.0031
.060
COMPARATIVE LIST OF MESHES Count of Lines B.W.G. B.&.S S.W.G.
1
1 1
2 2 3 2 3 4 4
Dimeter (mm) sacllonal area 11.67 106.907 11.52 104.177 10.78 91.223 10.39 84.742 10.15 80.872 9.64 72.949 9.44 69.954 9.24 67.201 8.82 61.067 8.63 59.646 8.24 53.299 8.22 53.041 7.61 45.460 7.34 42.292 7.34 40.807 7.01 38.574 5.57 33.884 6.53 33.473 6.39 32.053 6.14 28.638 5.89 27.233
Weight gr/m m/kg 848.841 827.165 724.310 672.851 642.123 579.215 555.403 532.146 484.871 464.204 423.194 421.145 360.952 335.798 324.007 306.277 269.038 265.775 254.500 227.385 216.230
Page 540
1.18 1.21 1.38 1.49 1.56 1.73 1.80 1.88 2.06 2.15 2.36 2.37 2.77 2.98 3.09 3.27 3.72 3.76 3.93 4.40 4.62
Count of Lines B.W.G. B.&.S
48 20 21 20 21 22 22 23 23 24 24 25 26 25 27 26 27
USEFUL TABLE
3 5 5 4 6 6 5 7 7 8 5 8 9 7 9 10 8 10 11 11 9 12 12 10 13 13 11 14 12
5.82 5.58 5.38 5.18 5.18 4.87 4.61 4.57 4.47 4.19 4.11 4.06 3.75 3.66 3.65 3.40 3.25 3.24 3.04 2.97 2.90 2.76 2.64 2.59 2.41 2.33 2.30 2.11 2.03
26.589 24.442 22713 21.063 20.820 18.617 16.682 16.394 15.685 13.781 13.260 12.939 11.039 10.515 10.458 9.076 8.291 8.240 7.254 6.924 6.601 5.979 5.472 5.265 4.559 4.261 4.152 3.494 3.234
211.116 194.069 180.341 167.240 165.310 147.818 132.45 130.16 124.53 109.42 105.28 102.73 87.64 83.48 83.03 72.06 65.83 65.42 57.59 54.97 52.41 47.47 43.60 41.80 36.19 33.83 32.96 27.74 25.67
Page 541
4.74 5.15 5.55 5.98 6.05 6.77 7.55 7.68 8.03 9.14 9.50 9.73 11.41 11.98 12.04 13.88 15.19 15.29 17.36 18.19 19.08 21.07 22.94 13.92 27.63 29.56 30.34 36.05 38.96
28 29 28 30 29 30 31 32 31 33 32 33 34 34 35 35
36 37
USEFUL TABLE
14 15
15 13 16 14
16 17 15 17 16 18 18 17 19 18 19
2.03 1.83 1.82 1.65 1.63 1.63 1.47 1.45 1.42 1.29 1.24 1.22 1.15 1.07 1.02 1.02
3.234 2.628 2.600 2.137 2.0856 2.0856 1.0963 1.6504 1.5828 1.3063 1.2070 1.1683 1.0381 0.8987 0.8167 0.8167
25.67 20.86 20.64 16.96 16.55 16.55 13.46 13.10 12.56 10.37 9.58 9.27 8.27 7.13 6.48 6.48
38.96 47.93 48.45 58.96 60.38 60.38 74.25 76.31 79.57 96.41 104.35 107.80 121.32 140.15 154.22 154.22
36 38 39 40
HARDNESS CONVERSION TABLE Brinell Rock well Brinell Diameter of Load Shore B Scale C Scale Vickers Diameter of Load Shore ball 10 mm 3,000 kg ball 10 mm 3,000 kg Stardard Tungsten Hardness Load Load Hardness Stardard Tungsten Hardness ball Carbidebll No. 100kg 150kg No. ball Carbidebll No. 97 68.0 940 388 388 96 67.5 920 379 379 55 95 67.0 900 369 369 767 93 66.4 880 360 360 52
Page 542
USEFUL TABLE
505 496 488 480 473 465
757 745 733 722 710 698 684 670 656 647 638 630 620 611 601 591 582 573 564 554 545 535 525 517 507 497 488 479 471
92 91 90 88 87 86 84 83 81 80 79 77 75 74 72 71 69 67 66
-
65.9 65.3 64.7 64.0 63.3 62.5 61.8 61.0 60.1 59.7 59.2 58.8 58.3 57.8 57.3 56.8 56.3 55.7 55.2 54.7 54.1 53.6 53.0 52.3 51.7 51.1 50.5 49.8 49.1 Page 543
860 840 820 800 780 760 740 720 700 690 680 670 660 650 640 630 620 610 600 590 580 570 560 550 540 530 520 510 500
350 341 331 322 313 303 294 284 280 275 270 265 261 256 252 247 243 238 233 228 219 209 200 190 181 171 162 152 143
350 341 331 322 313 303 294 284 280 275 270 265 261 256 252 247 243 238 233 228 219 209 200 190 181 171 162 152 143
50 47 45 42 42 40 38 37 36 34 33 32 30 29 28 26 25 24 22
USEFUL TABLE
456 448 441 433 425 415 405 397
460 452 442 433 425 415 405 397
64 62 59 57
-
48.4 47.7 46.9 46.1 45.3 44.5 43.6 42.7
490 480 470 460 450 440 430 420
133 124 114 105 95 90 86 81
133 124 114 105 95 90 86 81
20 -
CONVERSION TABLE : inch, fractions, decimals and millimeters inches fractions decimals .0004 .004 .01 1/64 .0156 .0197 .0295 1/32 .03125 .0394 3/64 .0469 .059 1/16 0.62 5/64 .0781 .0787 3/32 .094
mm .01 .10 .25 .397 .50 .75 .794 1. 1.191 1.5 1.588 1.984 2. 2.381
inches fractions decimals 25/32 .781 .7874 51/64 .797 13/16 .8125 .8268 53/64 .828 27/32 .844 55/64 .850 .8661 7/8 .875 57/64 .8906 .9055 29/32 .9062 59/64 .922 Page 544
mm 19.844 20. 20.241 20.638 21. 21.034 21.431 21.828 22. 22.225 22.622 23. 23.019 23.416
inches fractions decimals 2.165 2 3/16 2.1875 2.2047 2 7/32 2.219 2.244 2 1/4 2.250 2 93/32 2.281 2.7835 2 5/16 2.312 2.3226 2 11/32 2.344 2.3622 2 3/8 2.375 2.4016
mm 55. 55.563 56. 56.356 57. 57.150 57.944 58. 58.738 59. 59.531 60. 60.325 61.
USEFUL TABLE
7/64 1/8 9/64 5/32 11/64 3/16 13/64 7/32 18/64 1/4 17/64 9/32 19/64 5/16 21/64 11/32 -
.0984 .109 .1181 .125 .1378 .141 .156 .1575 .172 .177 .1875 .1969 .203 .2165 .219 .234 .2362 .250 .559 .2656 .2756 .281 .2953 .297 .312 .315 .328 .335 .344
2.5 2.778 3. 3.175 3.5 3.572 5.969 4. 4.366 4.5 4.763 5. 5.159 5.5 5.556 5.953 6. 6.350 6.5 6.747 7. 7.144 7.5 7.541 7.938 8. 8.334 8.5 8.731
15/16 61/64 31/32 63/64 1 1 1/32 1 1/6 1 3/32 1 1/8 15/32 1 3/16 1 7/32 1 1/4 1 9/32 1 5/16 1 11/32 1 3/8 -
.9375 .9449 .953 .969 .9843 .9844 1.000 1.0236 1.0312 1.082 1.063 1.094 1.1024 1.125 1.1417 1.156 1.1811 1.1875 1.219 1.2205 1.250 1.2598 1.281 1.2992 1.312 1.3386 1.344 1.375 1.3779 Page 545
23.813 24. 24.209 24.606 25. 25.003 25.400 26. 26.194 26.988 27. 27.781 28. 28.575 29. 29.369 30. 30.163 30.956 31. 31.750 32. 32.544 33. 33.338 34. 34.131 34.925 35.
2 13/32 2 7/16 2 15/32 2 1/2 2 17/32 2 9/16 2 19/32 2 5/8 2 21/32 2 11/16 2 23/32 2 3/4 2 25/32 2 13/16 2 27/32 2 7/8 2 29/32
2.406 2.438 2.4409 2.469 2.4803 2.500 2.5197 2.531 2.559 2.562 2.594 2.5984 2.625 2.638 2.656 2.6772 2.6875 2.7165 2.719 2.750 2.7559 2.781 2.7953 2.8125 2.8346 2.844 2.8740 2.875 2.9062
61.119 61.913 62. 62.706 63. 63.500 64. 64.294 65. 65.088 65.881 66. 66.675 67. 67.469 68. 68.263 69. 69.056 69.850 70. 70.6439 71. 71.4376 72. 72.2314 73. 73.025 73.819
USEFUL TABLE
23/64 3/8 25/64 13/32 27/64 7/16 29/64 15/32 31/64 1/2 33/64 17/32 35/64 9/16 37/64 19/32 39/64 5/8 -
.3543 .359 .374 .375 .391 .3937 .406 .413 .422 .4331 .438 .453 .468 .4724 .484 .492 .500 .5118 .5156 .531 .547 .5512 .563 .571 .578 .5906 .594 .609 .625
9. 9.128 9.5 9.525 9.922 10. 10.319 10.5 10.716 11. 11.113 11.509 11.906 12. 12.303 12.5 12.710 13. 13.097 13.494 13.891 14. 14.288 14.5 14.684 15. 15.081 15.478 15.875
1 13/32 1 7/16 1 15/32 1 1/2 1 17/32 19/16 1 19/32 1 5/8 1 21/32 1 11/16 1 23/32 1 3/4 1 25/32 1 13/16 1 27/32 1 7/8 -
1.406 1.4173 1.438 1.4567 1.469 1.4961 1.500 1.531 1.5354 1.562 1.5748 1.594 1.6142 1.625 1.6535 1.6562 1.6875 1.6929 1.719 1.7323 1.750 1.7717 1.781 1.8110 1.8125 1.844 1.8504 1.875 1.8898 Page 546
35.719 36. 36.513 37. 37.306 38. 38.100 38.894 39. 39.688 40. 40.481 41. 41.275 42. 42.069 42.863 43. 43.565 44. 44.450 45. 45.244 46. 46.038 46.831 47. 47.625 48.
2 16/16 2 31/32 3 3 1/32 3 1/16 3 3/32 3 1/8 3 5/32 3 3/16 3 7/32 3 1/4 3 9/32 3 5/16 3 11/32 3 3/8 3 13/32
2.9135 2.9375 2.952 2.969 2.9921 3.000 3.0312 3.0315 3.062 3.0709 3.094 3.1102 3.125 3.1496 3.156 3.1875 3.1890 3.219 3.2283 3.250 3.2677 3.281 3.3071 3.312 3.344 3.3464 3.375 3.3858 3.408
74. 74.613 75. 75.406 76. 76.200 76.994 77. 77.788 78. 78.581 79. 79.375 80. 80.169 80.963 81. 81.756 82. 82.550 83. 83.344 84. 84.1377 84.9314 85. 85.725 86. 86.519
USEFUL TABLE
41/64 21/32 43/64 11/16 45/64 23/32 4764 3/4 40/64
.6299 .6406 .6496 .656 .6693 .672 .6875 .703 .7087 .719 .7283 .734 .7480 .750 .7656
16. 16.272 16.5 16.669 17.2 17.066 17.463 17.859 18. 18.256 18.5 18.653 19. 19.050 19.447
1 29/32 1 15/16 1 31/32 2 2 1/32 2 1/16 2 3/32 2 1/8 2 5/32
1.9062 1.9291 1.9375 1.9685 1.969 2.000 2.0079 2.03125 2.0472 2.052 2.0865 2.094 2.125 2.126 2.156
48.419 49. 49.213 50. 50.006 50.800 51. 51.594 52. 52.388 53. 53.181 53.975 54. 54.769
3 7/16 3 15/32 1 1/2 3 17/32 3 9/16 3 19/32 3 5/8 3 21/32 -
3.4252 3.438 3.4646 3.649 3.500 3.5039 3.531 3.5433 3.562 3.5827 3.594 3.622 3.625 3.656 3.6614
APPLICATION NAD MATERIAL SPECIFICATION WITH EQUIVALENT STANDARD Mill Facilities The plate production facilities are approved by all ship classification socieities. Plate Mill includes the following: O Two Slab reheating furnace. O Two 4-high reversing mill. O Shol Blast O Side trimming shear and end cutter O Flame cutting equipment.
Page 547
87. 87.313 88. 88.106 88.900 89. 89.694 90. 90.487 91. 91.281 92. 92.075 92.869 93.
USEFUL TABLE
O Normalizing furnace. O Heavy cold leveller. O Uitrasonic tester. O Onenching & Tempering Equipment. Qualities APPLICATION GENERAL STRUCTURE
WELDED STRUCTURE HIGH-STRENTH
KOREA KS SB 34 SB 41 SB 50 SB 55
SWS 41 ABC SWS 50 ABC SWS 50 YA YB
BOILER AND OTHER PRESSURE VESSEL
SBB 35 SBB42 SBB 46
SHIP BUILDING
KR-RA
JAPAN JIS G 3101 SS 34 SS 41 SS 50 SS 55
JIS G 3106 SM 41 ABC 50 ABC 50 YA YB 53 BC JIS G 3114 SMA 41 A SMA 50 A JIS G 3103 SB 35 42 46 46 M NK-A Page 548
U.S.A ASTM A36 A113 A131 A283 A284 A529 A570
A242-1,2
A285 ABC A515 A516
ABS AB-A
USEFUL TABLE KR-RB KR-RC KR-RD KR-RE MACHINE STRUCTURAL USE
~
NK-B NK-D NK-E JIS G 4051
AB-B
S10C
AB-D AB-E ASTM A284 A575 AISI 1010 040A10
~
~
S20C S22C S25C S28C S30C S33C S35C S38C S40C S43C S45C S50C S55C
" " " " " " " " " " " " "
Products The products are used for structural, drawing and cold formed parts in the manutacturing and fabricating industries. -Automobile parts, Storage tanks, trailers water heaters and large containers, etc The products can be supplied with skin passed. Page 549
1020 040A20 1022 040A22 1025 040A25 1028 060A27 1030 060A30 1033 060A32 1035 060A35 1038 060A37 1040 060A40 1043 060A43 1045 1050 1055
USEFUL TABLE
Qualities APPLICATION
TUBE
STRUCTURES
KOREA KS SHP 1 SHP 2 SHP 3
JAPAN JIS G 3131 SPHC SPHD SPHE
HRS 1 HRS 2 HRS 3
JIS G 312 SPHT 1 SPHT 2 SPHT 3 SPHT 4
SB 34 SB 41 SB 50
JIS G 3101 SS 34 SS 41 SS 50 SS 55
SWS 41 ABC SWS 50 ABC
JIS G 31206 SM 41 ABC SM 50 ABC
Page 550
U.S.A. ASTM A 569 A 621 A 622 A 635 A 120 A 53 AB
A 36 A 113 ABC A 131 ABC A 245 A 283 AB
A 570 ABC A 529
USEFUL TABLE SWS 53 BC HIGH PRESSURE VESSEI
AUTOMOBILE STRUCTURAL USE
MACHINE STRUCTURAL USE SHIP BUILDING
KR-RA KR-RB KR-RC KR-RD KR-RE
SM 50 YA YB SM 53 BC JIS G 3116 SG 26 SG 30 JIS G 3115 SP V-24 JIS G 3113 SAPH 32 SAPH 38 SAPH 41 SAPH 45 JIS 4051 S 10 C-S 55 C
A 575 A 284 AISI 1010-1055 AB-A AB-B AB-D AB-E
NK-A NK-B NK-D NK-E
For other Commercial Quality. negotiation is required. The permissble tolerances and general specifications are according to general requirements of each standards.
Comparison of JIS specification with other's Bors, Shapes and Steel Plates Std. No.
Japanese lndustril Standardsn Tile
JIS G 3101 Rolled Steel tor general structure
Material symbol
SS34. 41. 50. 55
Page 551
Std. No.
Related forei Title
USEFUL TABLE
JIS G 3106 Rolled steel for welde structure
SM 41A. 41B, 41C. 50A. 50B, 50C. 50YA. 50YB. 53B. 53C. 58
ASTM A 529-75
Spec. for structural steel with 42.000 (290MPa) Minimum yield point (1 2 (12.7 mm) Maximun thickness)
ASTM A 570-78
Spec, for hot-rolled carbon steel shee strip. structural quality
ASTM A 572-78
Spec. for high-strength low-alloy colu vanadium steels of structural quality
ASTM A 678-75
Spec. for quenched and tempered carb steel plates for structural applications
BS4360-79
DIN 17100-66
Steels for general structural purposes:
NF A 35-501-77
Structural steels. Grades nd types. Sh medium and heavy plates. universal p bars and sections
ISO R 630-67 JIS G 3114 Hot-rolled atmospheric corrosion resisting steel for welded structure
SMA 41A. 41B. 41C. 50A. 50B. 50C. 58
Page 552
Weldable structural steels
Structural steels
ASTM A-242-75
Spec. for high-strength low-alloy stru
ASTM A-588-77a
Spec. for high-strength low-alloy stru steel with 50.000 psi minimum yield
USEFUL TABLE
thick. BS 4360-79 VDEh 087-70
Weldable structural steels Wetterfeste Baustahle
ASTM A 204-78
Spec. for molybdenum alloy steel pla forpressure vessels
ASTM A 285-78
Spec. for low and intermediate tensile strength carbon-steel plates of flange firebox qualities for pressure vessels
ASTM A 414-71
Spec. for carbon steel sheets for press
ASTM A 515-78
Spec. for carbon steelplates of interm tensile strength for pressure vessel fo intermediate and higher temperature s
JIS G 3103 Carbon steel and molybdenum alloy steel plates for boilers and other pressure vessels
SB 42. 46 .49. 46M. 49M
ASTM A 516-78
Spec. for carbon steel plates for press for moderate and lower temperature s
JIS G 3115 Steel plates for pressure vesels for intermediate temperature service
SPV 24. 32. 36. 46. 50
ASTM A 612-78
Spec. for pressure vessel plates. carbo high strength. for moderate and lower temperature service
JIS G 3116 Steel sheets. plates and
SG 26. 30. 33. 37
ASTM A 662-78
Spec. for pressure vessel plates.
Page 553
USEFUL TABLE
strip for gas cylinders
JIS G 3118 Carbon ssteel plates for pressure vessels for intermediate and moderate temperature service
carbonmaganese for moderate and low temperature sevice SGV 42. 46. 49
BS 1501-Pt. 1-64 Steel for fired and unifred pressure ve DIN 17155(1)(2)-59 Boiler plate NF A 36-205-79
Iron and steel. Steel plates for boilers pressure vessels. Carbon and carbon manganese steel. Grades and types
ISO 2604(IV)-75
Steel. oducts for pressure purposes...q requirements-Part IV:plates
Japanese lndustril Standardsn Std. No.
Tile
JIS G 3112 Steel bars for concrele
relnforcement
Related forei Material symbol
SR 24,30 SD 24,30,35,40,50
Page 554
Std. No.
Title
ASTM A 615-78
Spec. for deformed billet-steel bars fo reinforcement
BS 4449-78
Hot rolled steel bars for the reinforcem concrete
DIN 488-72
Reinforcing steel: reinorcing bars
NF A 35-015-78
Iron and steel product. Concrele reinf round bars
NF A 35-016-78
Iron and steel product. Concrete reinf bars with improved adherence
USEFUL TABLE JIS G 3192 Dimensions, weight and
permissible variations of not rolled steel sections
Page 555
BS 4 Pt1-72
Structural steel sections; Hot rolled se
DIN 1019-77
Bar Steel; hot-rolled bulb plate; dime weights static properties, permissible
DIN 1025(1)-63
Steel section; hot-rolled narrow I bea I range, dimensions, weight, static pro
DIN 1025(2)-63
Steel sectiona; hot-rolled wide I beam wide flange beams), IPB Range and I dimensions, weights, static properties
DIN 1025(3)-63
Steel sections; hot-rolled I-beams, wi I-beams: light pattem, IP BI-series, di weights, tolerances, static values
DIN 1025(4)-63
Steel sections; hot-rolled I-beams; wi I-beams, heavy pattem, IP Bv-series, weights, toferances, static values
DIN 1025(5)-65
Steel sections; hot-rolled I-beams;me I-beams, IPE-series, dimensions. weig tolerances, static values
DIN 1026-63
Bars, steel sections; hot-rolled rounde channcls, dimensions, weights, static
DIN 1028-76
Bar steel; hot-rolled rounder-edge equ dimensions, weights, static properties
USEFUL TABLE
JIS G 3350 Light gauge steels for
SSC 41
DIN 1029-63
Bar steel; hot-rolled rounded-edge un dimensions, weights, static properties
ISO 657(v)-76
BS 2994-76
Hot rolled steel sections-Part V:Equa and unequal-by angles Tolerances for inch series Cold rolled steel sections
DIN 17118-76
Cold rolled steel sections: technical c
NF A 37-101-77
Steel cold formed sections, for comm
general stucture
Steel Pipes Std. No.
Japanese lndustril Standardsn Tile
JIS G 3452 Carbon steel pipes for
Material symbol
SGP
Std. No.
ASTM A 120-78
Spec. for black and hot-dipped zinc-c welded and seamless steel pipe for or
ASTM A 53-78
Spec. for weiede and seamless steel p
ordinary piping
Page 556
Related forei Title
API 51-78
Spec. for line pipe
Bs 1387-67
Steel tubes and tubulars suitable for s pipe threads
DIN 2440-78
Steel tubes medium wight type sultab
DIN 2441-78
Steel tubes, heavy-weight sultable for
USEFUL TABLE
JIS G 3454 Carbon steel pipes for
STPG 36,42
ASTM A 135-73a
Spec. for electric-resistance-welded s
ASTM A 53-78
Spec. for weided aand seamiess steel
pressure service
Page 557
API 5L - 78
Spec. for line pipe
BS 3601-74
Steel pipes and tubes for pressure pup Carbon steel:Ordinary dutles
BS 3602(1)-76
Steel pipes and tubes for presure purp Carbon steel:High duties
DIN 1626(1)-65
Steel pipes,welded,of unalloyed and f steels for piping,apparatus and contai general specifications,lay-out and ins for appilcation
DIN 1626(2)-65
Steel pipes, welded, of unalloyed and steels for piping. apparatus and conta pipes with special quallty speclficatio technical terms of delivery
DIN 1626(3)-65
Steel pipes, welded, of unalloyed and steels for piping, apparatus and conta pipes with special quallty specificatio technical terms of delivery
DIN 1626(4)-65
Steel pipes, welded, of unalloyed and
USEFUL TABLE
steels for piping, apparatus and conta pipes with quallty specifications; sub special tests; technical terms of delive
Page 558
DIN 1629(1)-61
Seamiess tubes in unalloyed steels fo purposes, process piant and tanks, sur technical condltions of delivery, gene
DIN 1629(2)-61
Seamiess tubes in unalloyed steels fo purposes, process plant and tanks, tub commercial quality. technical conditi delivery
DIN 1629(3)-61
Seamless tubes in unalloyed steels, fo purposes, process plant and tanks, tub quailty, specifications, technical cond delivery
DIN 1629(4)-61
Seamless tubes in unalloyed steels fo purposes, process piant and tanks, tub special quailty specifications, technic of delivery
DIN 2448-66
Seamless steel tubes, dimensions and
DIN 2442-63
Steel tubes of specified quality suitab nominal pressure 1 to 100 kg/cm3
ISO 2604(11)-75
Steel products for pressure purposes-q
USEFUL TABLE
requlrements-Part 11: Wroughtseamle ISO 2604(11)-75
JIS G 3455 Carbon steel pipes for
STS 35, 38, 42, 49
BS 778-66
Steel products for pressure purposes-q requirements-Part 111: Electric resist weided tubes Steel pipes and joints for hydrautic pu
hight pressure service ISO 2604(11)-75
JIS G 3456 Carbon steel pipes for
SIPT 38, 42, 49
ASTM A 106-78
high temperature
JIS G 3457 Arc welded carbon steel
STPY 41
DIN 17175-79
Seamless tubes of high-temperature s technical conditions of delivery
DIN 17177-79
Electrically resistance of induction w elevated temperatures; technical tems Spec. for electric-fusion(arc)-welded pipe (size in 16 in and over)
ASTM A 134-74
pipes
JIS G 3458 Alloy steel pipes
STPA 12, 22, 23, 24 25, 26
Page 559
Steel products for pressure purposes-q requirements-Part 11: Wronght seaml tubles Spec. for seamiess carbon-steel pipe f temperature service
ASTM A 139-74
Spec. for electric-fusion (arc)-welded (sizes in 4 in and over)
ASTM A 211-75 ASTM A 335-76
Spec. for spiral-welded steel or Iron p Spec. for seamless ferritic alloy steel high-temperature service
BS 3604-78
Steel pipes and tubes for pressure pur
USEFUL TABLE
Low and medium alloy steel
JIS G 3459 Stainless steel pipes
SUS304 TP, 304HTP, 304LTP, 321TP, 321HTP, 316TP, 316HTP, 316LTP, 309STP, 310STP, 347TP, 347HTP, 329J1TP
Page 560
DIN 17175-79
Seamless tubes fo high-temperature s technical conditions of delivery
DIN 17177-79
Electriclly resistance of induction we steel fubes for elevated temperatures: technical terms of delivery
ISO 2604(11)-75
Steel products for pressure purposes-q requirements-Part 11:Wroughtseamle
ISO 2604(111)-75
Steel products for pressure purposes-q requirements-Part 111:Electric resista Induction-weided tubes Spec. for seamiess and welded austen steel pipe
ASTM A 312-77
ASTM A 358-78
Spec. for electric-fusion-welded auste dhromium-nickel alloy steel pipe for temperature service
ASTM A 376-77
Spec. for seamless austenitic steel pip temperature central-station service
USEFUL TABLE
JIS G 3460 Steel pipes for low
STPL 39, 46, 70
BS 3605-73
Steel pipes and tubes for pressure pur Austenitic stainless steel
ASTM A 333-7
Spec. for seamiess and welded steel p temperature service
BS 3603-77
Steel pipes and tubes for pressure pur carbon and alloy steel:low temperatur
ISO 3604(11)-75
Steel products for pressure puposes-q requirements-Part 11:Wrough seamle
ISO 3604(111)-75
Steel products for pressure purposes-q requirements-Part 111:Electric resista and induction-Welded tubes Spec. for cold formed welded and sea carbon steel structural tubing in round shapes
temperature service
JIS G 3466 Carbon steel square
STKR 41.50
ASTM A 500-78
pipes for general struclural purposes
Carbon and Alloy Steels for Machine Structural Use Std. No, Title JIS G 4051
Carbon steel for machine structural use
Superseded by S10C S12C S15C S17C
Page 561
Old symbol S10C S12C S15C S17C
AISI 1010, BS040A10, 045A10, 060 AISI 1012, BS040A12, 045A12, 060 AISI 1015, BS040A15, 050A15, 060 AISI 1017, BS040A17, 050A17, 060
USEFUL TABLE
Std. No. Title
Superseded by
Old symbol
S20C S22C S25C S28C S30C S33C S35C S38C S40C S43C S45C S48C S50C S53C S55C
S20C S22C S25C S28C S30C S33C S35C S38C S40C S43C S45C S48C S50C S53C S55C
AISI 1020, BS 040A20, 050A20, 06 AISI 1023, BS 040A22, 050A22, 06 AISI 1025, BS 040A25, 080A25,rOC AISI 1029, BS 040A27, 080A27,rOC AISI 1030, BS 040A30, 080A30,080 BS 040A32, 080A32,rOCT 35,35r AISI 1035,1037,BS 060A35, 080A3 AISI 1038,BS 060A37, 080A37,DIN AISI 1040,1039,BS 060A40, 080A4 AISI 1042,1043,BS 060A42, 080A4 AISI 1045,1046,BS 080A46, DIN C AISI 1045,1046,1049,BS 060A47, 0 AISI 1050,1053,BS 080A50,rOCT 5 AISI 1055,BS 060A52,080A52,rOC AISI 1055,1053,BS 070M55,rOST 5
orrosion and heat-ressting steel Japanese Industrial Standard
Relsted fo ISO
Std. No. Title
JIS G 4303 to 4309,4313 to 4315,4317 Staintess steel bars Hot rolled stainless steel sheets and plates Cold rolled stainless steel sheets and plates Hot rolled stainless steel strips Cold rolled stainless steel strips Page 562
Symblo
683/XIII ISO 683/XVI
AISI ASTM
SUS 201 SUS 202 SUS 301 SUS 302 SUS 303 SUS 303Se
A-2 A-3 14 12 17 17
AISI 201 AISI 202 AISI 301 AISI 302 AISI 303 AISI 303Se
USEFUL TABLE
SUS 304 SUS 304L SUS 305 SUS 305J 1 SUS 308 SUS 309S SUS 310S
Stainless steel wire rods Staninless steel Cold rolled stainless steel strips for springs Stainless steel wires for springs Hot rolled stainless steel equal leg angles
SUS 316 SUS 316L SUS 316J 1 SUS 316J 1 L SUS 317 SUS 317L SUS 321 SUS 347 SUS 384 SUS 385 SUS XM7
Page 563
11 10 13
AISI 304 AISI 304L AISI 305 AISI 308 AISI 309S AISI 310S
20, 20a 19, 19a
25 24 15 16
AISI 316 AISI 316L
AISI 317 AISI 317L AISI 321 AISI 347 AISI 384 AISI 385 ASTM XM7
USEFUL TABLE
9/16UNC
5/8UNC
3/4UNC
7/8UNC
1 UNC
12
11
10
9
8
7
7
6
1516 33.3 13.9 51 57
11/2 38.1 15.5 57 64
1 11/16 42.9 17.5 64 70
1 7/8 47.6 19.8 70 76
2 1/4 57.2 23.8 83 89
49.1
61.2 64.6
13/16 15/16 118 20.6 23.8 28.6 9.1 9.9 11.9 35 38 44 41 44 51 Approximate weights in kgs per 100 pccs.
5.08 5.74
6.81 7.62
6.39 7.04 8.06
3.42 9.22 10.4
13.3 14.4 15.6
22.8
31.3
8.87 9.66 10.5
11.4 12.4 13.3
17.3 18.7 20.1
24.4 26.0 28.6
33.4 35.5 37.7
1 1/8UNC 1 1/4UNC 1 1/2UNC
Page 564
USEFUL TABLE
11.3 12.1 12.9
14.3 15.3 16.3
21.6 23.0 24.4
30.5 32.5 34.4
41.0 43.5 46.1
52.8 56.0 59.2
68.0 72.5 76.5
111 116
14.5 16.1
17.3 18.3 20.2
25.8 27.3 30.1
38.3 42.1
51.1 56.2
65.5 71.9
84.4 92.3
128 139
22.2 24.2 26.1
33.0 35.8 38.6
46.0 49.9 53.8
61.2 66.3 71.3
78.3 84.7 91.1
100 108 116
151 162 174
27.9 29.9 31.9 33.8
41.2 44.1 46.9 49.8
57.3 61.2 65.1 69.0 76.7 84.4
75.9 81.0 86.1 91.1 101 111
123 131
184 196
147 163 179
218 241 264
194 210 24.7
286 309 42.9
2.67
3.34 3.01
5.39 5.79
8.61 6.73
12.9 7.80
9/16UNC
5/8UNC
3/4UNC
7/8UNC
1 UNC
17.5
1 1/8UNC 1 1/4UNC 1 1/2UNC
Length L
Page 565
USEFUL TABLE
25-203
25-203
Brown and Sharp's Gauge ndard Gauge tes Manutactures' Standard Gauge U.S.G. inch mm .5000 12.70 .4688 11.91 .4375 .11.11 .4063 10.32 .3750 9.53 .3438 8.73 .3125 7.94 .2813 7.15 .2656 6.75 .2500 6.35 .2344 5.95 .2188 5.56 .2031 5.16 .1875 4.76 .1719 4.37 .1563 3.97 .1406 3.57
3P-203
51-102 114-254
51-102 114-254
70-152
M.S.G. inch
mm
.1496 .1347
3.80 3.42
Page 566
64-305
83-305
USEFUL TABLE
.1250 .1094 .0938 .0781 .0703 .0625 .0563 .0500 .0438 .0375 .0344 .0313 .0281 .0250 .0219 .0188 .0172 .0126 .0141 .0125 .0109 .0102 .0094 .0086 .0078 .0070 .0066 .0063
3.18 2.78 2.38 1.98 1.79 1.59 1.43 1.27 1.11 .953 .873 .794 .714 .635 .556 .478 .437 .396 .358 .318 .277 .259 .239 .218 .198 .178 .168 .160
.1197 .1048 .0898 .0748 .0673 .0598 .0540 .0478 .0418 .359 .0329 .0299 .0269 .0239 .0209 .0179 .0164 .0149 .0135
3.04 2.66 2.28 1.90 1.71 1.52 1.37 1.214 1.262 .912 .86 .760 .683 .607 .531 .455 .417 .378 .343
Page 567
USEFUL TABLE
Count of Lines S.W.G. 20
21
22
23 24 25 26 27
28
Dimeter (mm) sacllonal area 0.91 0.6500 0.91 0.6500 0.89 0.6217 0.81 0.5150 0.81 0.5150 0.72 0.4069 0.71 0.3957 0.61 0.3215 0.63 0.3115 0.16 0.2920 0.57 0.2540 0.56 0.2732 0.51 0.2041 0.51 0.2041 0.46 0.1661 0.46 0.16610 0.42 0.13847 0.41 0.13195 0.40 0.12560 0.38 0.11335 0.36 0.10173
Weight gr/m m/kg 5.16 5.16 4.93 4.08 4.08 3.23 3.14 2.55 2.47 2.30 2.01 2.16 1.62 1.62 1.31 1.31 1.09 1.04 0.99 0.899 0.807
193.76 193.76 202.60 244.55 244.55 309.59 318.36 381.84 404.36 431.40 486.03 451.04 617.28 617.26 758.72 758.72 909.81 955.10 1.003.60 1.112.30 1.239.10
Page 568
USEFUL TABLE
29
30 31 32 33 34
35
36
37 38 39 40 41
0.36 0.34 0.33 0.32 0.31 0.30 0.29 0.285 0.274 0.253 0.25 0.233 0.228 0.226 0.213 0.203 0.201 0.193 0.18 0.177 0.172 0.162 0.152 0.142 0.132 0.127 0.121 0.113 0.111
0.10173 0.09074 0.08548 0.08038 0.07543 0.07065 0.06601 0.06376 0.05893 0.05024 0.05024 0.04261 0.04080 0.04009 0.03561 0.03234 0.03171 0.02931 0.02543 0.02559 0.2322 0.020260 0.01813 0.01582 0.01367 0.01266 0.01149 0.01002 0.00967
0.807 1.239.10 0.720 1.388.40 0.678 1.474.90 0.638 1.576.73 0.598 1.672.20 0.560 1.785.70 0.524 1.908.30 0.506 1.975.20 0.467 2.141.30 0.398 2.512.5 0.398 2.512.5 0.338 2.545.50 0.323 3.095.3 0.318 3.144.5 0.282 3.546.60 0.256 3.906.20 0.251 3.984.00 0.232 4.310.030 0.201 4.975.10 0.195 5.128.20 0.184 5.434.70 0.1635 6.113. 0.1440 6.944. 0.1256 7.957. 0.1086 9.208. 0.1005 9.948. 0.09125 10.958. 0.07958 12.565. 0.07679 13.022. Page 569
USEFUL TABLE
42 43 44 45 46 47 48 49 50
0.101 0.101 0.091 0.090 0.081 0.080 0.071 0.061 0.051 0.041 0.030 0.025
0.00800 0.00800 0.00650 0.00635 0.00515 0.00502 0.00395 0.00292 0.00294 0.00131 0.00070 0.00049
Rock well B Scale C Scale
Vickers
Load 100kg (110.0)
Hardness No. 410 400 390 380
Load 150kg 41.8 40.8 39.8 38.8
0.06358 0.06358 0.05161 0.05048 0.04089 0.03989 0.03141 0.02319 0.01621 0.01047 0.00060 0.00349
1.729. 15.728. 19.376. 19.809. 24.455. 25.068. 31.836. 43.122. 61.686. 95.456. 178.570 257.060
Page 570
USEFUL TABLE
(109.0) (108.0) (107.0) (105.0) (104.5) (103.5) (102.0) (101.0) 99.5 98.1 86.7 95.0 93.4 91.5 89.5 87.1 85.0 81.7 78.7
37.7 36.6 35.5 34.4 33.3 32.2 31.0 29.8 29.2 28.5 27.8 27.1 26.4 25.6 24.8 24.0 23.1 22.2 21.3 20.3 (18.0) (15.7) (13.4) (11.0) (8.5) (6.0) (3.0) (0.0) -
370 360 350 340 330 320 310 300 295 290 285 280 275 270 265 260 255 250 245 240 230 220 210 200 190 180 170 160 150 Page 571
USEFUL TABLE
75.0 71.2 66.7 62.3 56.2 52.0 48.0 41.0
-
inches fractions decimals 31 1/16 3.6875 3.7008 3 23/32 3.719 3.7401 3 3/4 3.750 3.7795 3 25/32 3.781 3 13/16 3.8125 3.8189 3 27/32 3.844 3.8583 3 7/8 3.875 3.8976 3 29/32 3.9062
140 130 120 110 100 95 90 85
mm 93.663 94. 94.456 95. 95.250 96. 95.044 96.838 97. 97.631 98. 98.425 99. 99.219 Page 572
USEFUL TABLE
3 15/16 3 31/32 4 4 1/16 4 1/8 4 3/16 4 1/4 4 5/16 4 3/8 4 7/16 4 1/2 4 9/16 4 5/8 4 11/16 4 3/4 4 13/16 4 7/8 4 15/16 5 5 1/4 5 1/2
3.9370 3.9375 3.969 3.9764 4.000 4.062 4.125 4.1338 4.1875 4.250 4.312 4.2307 4.375 4.438 4.500 4.5275 4.562 4.625 4.6875 4.7244 4.750 4.8125 4.875 4.9212 4.9375 5.000 5.1161 5.250 5.500
100. 100.018 100.805 101. 101.600 103.183 104.775 105. 106.363 107.950 109.588 110. 111.125 112.713 114.300 115. 115.888 117.475 119.063 120. 120.650 122.238 123.825 125. 125.413 127.000 130. 133.350 139.700 Page 573
USEFUL TABLE
5 3/4 6 6 1/4 6 1/2 6 3/4 7 7 1/2 8 8 1/2 9 9 1/2 10 11 -
5.5118 5.750 5.9055 6.000 6.250 6.2992 6.500 6.6929 6.750 7.000 7.0866 7.4803 7.500 7.8740 8.000 8.2677 8.500 8.6614 9.000 9.0551 9.4488 9.500 9.8425 10.000 10.2362 10.6299 11.000 11.0236 11.4173
140. 146.050 150. 152.400 158.750 160. 165.100 170. 171.450 177.800 180. 190. 190.500 200. 203.200 210. 215.900 220. 228.600 230. 240. 241.300 250. 254.001 260. 270. 279.401 280. 290. Page 574
USEFUL TABLE
12 13 14 15 16 17 18 19 20 -
11.8110 12.000 13.000 13.7795 14.000 15.000 15.4780 16.000 17.000 17.7165 18.000 19.000 19.6850 20.000 -
300. 304.801 330.201 350. 355.601 381.001 400. 406.401 431.801 450. 457.201 482.601 500. 506.001 -
Specification NO. 1 MILL
No.2 MILL
THICKNESS
8-200 m/m
6-200 m/m
WIDTH
1.200-3.100 m/m
1.000-4.500 m/m
LENGTH
22M (MAX)
25M (MAX)
Page 575
USEFUL TABLE
U.K BS4360 40-ABC 43-ABC 50-ABC 55-CE BS-1449 HR-1,2,3,4 GS-1,2,3,4
GERMANY DIN 17100 ST33-1,2 UST34-1,2 RST34-1,2 UST37-1,2 RST37-1,2 UST42-1,2 RST42-1,2 ST50-1 ST52
BS4360
OTHERS ISOR 630 Fe 33 37 44 52 IS 226-ST 42-S ST 42-SC
IS961 ST55 ST58 IS2062 ST42
BS-1501-151,154 161,211,221,223
DIN 17155HI H2
IS 2002,1 2A,2B
LR-A
GL-A
NV-ALINA-A CR-A Page 576
USEFUL TABLE LR-B
GL-B
NV-BLINA-B CR-B
LR-D LR-E BS
GL-D
NV-DLINA-D CR-D
045A10060A10
DIN C 10 CK10
DIN
DIN C 15,C15K 045A20 060A20 045A22 060A22 080A25 080A27 080A30 080M30 080A32
DIN C20 DIN C22
DIN C35,CK35 080A37 080M37 080A40 080M40 080A43 DIN C45,CK45
Mill Facilities Hot Strip Mill Facilities include the following: O Two Slab Reheating Furnace O One Scale Breaker O One Roughing Mill with vertical edger O Six Finishing Stands in, computer control O Two Down Coilers Page 577
USEFUL TABLE
O Shearing Line O Hot Skin Pass Mill with on line ultrasonic tester U.K BS 1449 HR5 HR6 HR1 5 HR3 HR4 HR1 4 HR1 HR2 HR1 3
GERMANY
BS 1387
DIN 17172 UST 34.7 RST 34.7 RRST 34.7 UST 38.7 RST 38.7 RRST 38.7 ST 43.7 DIN1623 BL-2 ST42 ST50 ST52 DIN 17100 ST 33-1.2 UST 34-1.2 RST 34-1.2 UST 37-1 RST 37-1.2 UST 42-1.2 RST 42-1.2 RST 46-2
BA 4360 GRADE 40 A-E GRADE 43 A-E GRADE 50 A-D GRADE 55 C-E
OTHERS AP15L-A.B. AP15LX-X42 AP15LX-X46
Page 578
USEFUL TABLE ST 50-1 ST 52-3
LR-A LR-B LR-D LR-E
DIN 1720. 17200 C 10 C 15 GL-A GL-B GL-D
Related foreign standards Title
NV-27 CR-A LINA-A NV-32 CR-B LINA-B NV-36 CR-D LINA-D
Material symbol. Grade. Class
Page 579
USEFUL TABLE
Spec. for structural steel with 42.000 pssi (290MPa) Minimum yield point (1 2 in) (12.7 mm) Maximun thickness) Spec, for hot-rolled carbon steel sheet and strip. structural quality
30. 36. 40. 45. 50
Spec. for high-strength low-alloy columbium vanadium steels of structural quality
42. 50. 60. 65
Spec. for quenched and tempered carbon steel plates for structural applications
A. B. C
Weldable structural steels
40A. 40B. 40C. 40D. 40E. 43A1. 43A. 43B. 43C. 43D. 43E. 50A. 50B. 50C. 50C. 50D1. 50E. 50F. 55C. 55E. 55F.
Steels for general structural purposes:quality
ST 33. 34. 37. 42. 46. 50. 52. 60. 70
Structural steels. Grades nd types. Sheets. medium and heavy plates. universal plates. bars and sections
A33. A34. E24. E26. E30. E36. A50. A60. A70
Structural steels
Fe 33. 37. 42. 44. 52
Spec. for high-strength low-alloy structural steel
1.2
Spec. for high-strength low-alloy structural steel with 50.000 psi minimum yield point to 4 in
A.B.C.D.E.F.G.H.J
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Weldable structural steels
WR50. A1. A. B. C
Wetterfeste Baustahle
Wt St 37-2. 37-3 52-3
Spec. for molybdenum alloy steel plates forpressure vessels
A.B.C.
Spec. for low and intermediate tensile strength carbon-steel plates of flange and firebox qualities for pressure vessels
A.B.C
Spec. for carbon steel sheets for pressure vessels
A.B.C.D.E.F.G.
Spec. for carbon steelplates of intermediate tensile strength for pressure vessel for intermediate and higher temperature service
55 60 65. 70
Spec. for carbon steel plates for pressure vessels for moderate and lower temperature service
55. 60. 65. 70
Spec. for pressure vessel plates. carbon steel. high strength. for moderate and lower temperature service Spec. for pressure vessel plates.
A.B.C. Page 581
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carbonmaganese for moderate and lower temperature sevice Steel for fired and unifred pressure vessels plates
151. 161. 211. 213. 221. 224 HI. HII. HIII. HIV. 17Mn4. 19Mn5. 15Mo3
Iron and steel. Steel plates for boilers and pressure vessels. Carbon and carbon manganese steel. Grades and types
A37. 42. 48. 52
Steel. oducts for pressure purposes...quality requirements-Part IV:plates
P7. 9. 11. 13. 15. 16. s18. 26. 28
Related foreign standards Title
Spec. for deformed billet-steel bars for concrete reinforcement
Material symbol. Grade. Class
40. 60
Hot rolled steel bars for the reinforcement of
Reinforcing steel: reinorcing bars Iron and steel product. Concrele reinforcing
FeE 22,24
Iron and steel product. Concrete reinforcing bars with improved adherence
FeE 40,50
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Structural steel sections; Hot rolled sections Bar Steel; hot-rolled bulb plate; dimensions weights static properties, permissible deviations Steel section; hot-rolled narrow I beams, I range, dimensions, weight, static properties
HP
I
Steel sectiona; hot-rolled wide I beams (I-section wide flange beams), IPB Range and IB Rang, dimensions, weights, static properties
IPB,IB
Steel sections; hot-rolled I-beams, wide flange I-beams: light pattem, IP BI-series, dimensions, weights, tolerances, static values
IPBI
Steel sections; hot-rolled I-beams; wide flange I-beams, heavy pattem, IP Bv-series, dimensions, weights, toferances, static values
IPBV
Steel sections; hot-rolled I-beams;medium-flange I-beams, IPE-series, dimensions. weights. tolerances, static values
IPE
Bars, steel sections; hot-rolled rounded-edge channcls, dimensions, weights, static properties
U
Bar steel; hot-rolled rounder-edge equal angles, dimensions, weights, static properties Page 583
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Bar steel; hot-rolled rounded-edge unequal angles, dimensions, weights, static properties Hot rolled steel sections-Part V:Equal by angles and unequal-by angles Tolerances for metric and Cold rolled steel sections Cold rolled steel sections: technical conditions of delivery Steel cold formed sections, for common purposes
Related foreign standards Title
Material symbol. Grade. Class
Spec. for black and hot-dipped zinc-coated (galvanized) welded and seamless steel pipe for ordinary uses Spec. for weiede and seamless steel pipe
Type F
Spec. for line pipe
Gr. A25
Steel tubes and tubulars suitable for screwing to B.S. 21
Light, medium, heavy
Steel tubes medium wight type sultable for scrowing
St 33.1
Steel tubes, heavy-weight sultable for screwing
St 33.1 Page 584
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Spec. for electric-resistance-welded steel pipe
A.B
Spec. for weided aand seamiess steel pipe
E(A,B),S(A,B)
Spec. for line pipe
Gr.A,B
Steel pipes and tubes for pressure puposes, Carbon steel:Ordinary dutles
ERW (320,360,410),S(320,360,410)
Steel pipes and tubes for presure purposes, Carbon steel:High duties
ERW(360,410,460) S(360,410,490 Nb)
Steel pipes,welded,of unalloyed and fowalloy steels for piping,apparatus and containers; general specifications,lay-out and instructions for appilcation Steel pipes, welded, of unalloyed and lowalloy steels for piping. apparatus and containers; pipes with special quallty speclfications; technical terms of delivery
St. 33, 37, 42
Steel pipes, welded, of unalloyed and lowalloy steels for piping, apparatus and containers; pipes with special quallty specifications; technical terms of delivery
St. 34-2, 37-2, 42-2, 52-3
Steel pipes, welded, of unalloyed and lowalloy
St. 34-2, 37-2, 42-2, 52-3 Page 585
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steels for piping, apparatus and containers; pipes with quallty specifications; subjected to special tests; technical terms of delivery. Seamiess tubes in unalloyed steels for supply purposes, process piant and tanks, survey, technical condltions of delivery, general data Seamiess tubes in unalloyed steels for supply purposes, process plant and tanks, tubes of commercial quality. technical conditions of
St 00
Seamless tubes in unalloyed steels, for supply purposes, process plant and tanks, tubes with quailty, specifications, technical conditions of
St 35, 45, 55, 52
Seamless tubes in unalloyed steels for supply purposes, process piant and tanks, tubes with special quailty specifications, technical conditions
St 35.4, 45.4, 55.4, 52.4
Seamless steel tubes, dimensions and weights Steel tubes of specified quality suitable for screwing. nominal pressure 1 to 100 kg/cm3
St 35, St 37-2
Steel products for pressure purposes-quality Page 586
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requlrements-Part 11: Wroughtseamless tubes Steel products for pressure purposes-quality requirements-Part 111: Electric resistance and inductionweided tubes Steel pipes and joints for hydrautic purposes
Seamless, ERW
Steel products for pressure purposes-quality requirements-Part 11: Wronght seamless Spec. for seamiess carbon-steel pipe for hightemperature service
A.B.C
Seamless tubes of high-temperature steels; technical conditions of delivery
St 35.8 St 45.8
Electrically resistance of induction welded steel tubes for elevated temperatures; technical tems of delivery Spec. for electric-fusion(arc)-welded steel plate pipe (size in 16 in and over)
St 37.8 St 42.8
Spec. for electric-fusion (arc)-welded steel pipe (sizes in 4 in and over)
A. B. C. D. E.
Spec. for spiral-welded steel or Iron pipe Spec. for seamless ferritic alloy steel pipe for high-temperature service
ASTM A 570 P1, P2, P5, P5b, P5C, P7, P9, P11, P12, P15, P21, P22
Steel pipes and tubes for pressure purposes.
CD 620, 621, 622, 625, 660, 629, 762
A 245(A, B, C, D)
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Low and medium alloy steel
HF 620, 621, 622, 625, 660, 629, 762
Seamless tubes fo high-temperature steels; technical conditions of delivery
15 Mo3, 13CrMo44, 10CrMo910
Electriclly resistance of induction welded steel fubes for elevated temperatures: technical terms of delivery
15 Mo 3
Steel products for pressure purposes-quality requirements-Part 11:Wroughtseamless tubes Steel products for pressure purposes-quality requirements-Part 111:Electric resistance and Induction-weided tubes Spec. for seamiess and welded austenltic stainless
TP304, TP304H, TP304L, TP304N, TP309, TP310, TP316, TP316H, TP316L, TP316N, TP317, TP321, TP312H, TP347, TP347H, TP348, TP348H TPXM-10, TPXM-11, TPXM-15, TPXM-29
Spec. for electric-fusion-welded austenitic dhromium-nickel alloy steel pipe for high temperature service
304, 304N, 316, 316N, 347, 321, 309, 310, 348, 304H, 316H
Spec. for seamless austenitic steel pipe for hightemperature central-station service
TP304, TP304H, PT304N. TP316, TP316H, TP316N, TP321, TP321H, TP347, TP347H, TP348,16-8-2H
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Steel pipes and tubes for pressure purposes. Austenitic stainless steel
Spec. for seamiess and welded steel pipe for low temperature service Steel pipes and tubes for pressure purposes, carbon and alloy steel:low temperature duties
W: 304S22, 304S25, 316S22,316S26, 321S22, 347S17 S: 304S14, 304S18, 304S59, 316S14, 316S18, 316S59, 321S18, 321S59, 347S18, 347S59 1, 3, 4, 6, 7, 8, 9
410LT50, 503LT100, 509LT196
Steel products for pressure puposes-quality requirements-Part 11:Wrough seamless tubes Steel products for pressure purposes-quality requirements-Part 111:Electric resistance and induction-Welded tubes Spec. for cold formed welded and seamless carbon steel structural tubing in rounds and
Shaped(A,B,C)
Related foreign standard steels AISI 1010, BS040A10, 045A10, 060A10, DIN C10, Ck 10, NF XC10 AISI 1012, BS040A12, 045A12, 060A12, NF XC12 AISI 1015, BS040A15, 050A15, 060A15, 080A 15, DIN C15, Ck15, rOCT 15 AISI 1017, BS040A17, 050A17, 060A17, 080A17, NFXC18
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Relsted foreign standard steels
AISI 1020, BS 040A20, 050A20, 060A20, 070A20, 080A20, DIN C22,rOCT 20 AISI 1023, BS 040A22, 050A22, 060A22, 070A22,Din C22,Ck22 rOCT 20 AISI 1025, BS 040A25, 080A25,rOCT 25,Nf XC25 AISI 1029, BS 040A27, 080A27,rOCT 30,30r AISI 1030, BS 040A30, 080A30,080M30,rOCT 30,30r,NF XC32 BS 040A32, 080A32,rOCT 35,35r AISI 1035,1037,BS 060A35, 080A35,DIN C35,rOCT 35,35r,ISO R 683/1 C35e AISI 1038,BS 060A37, 080A37,DIN C35,Ck35,rOCT 40,40r,NF XC38 AISI 1040,1039,BS 060A40, 080A40,080M40,rOCT 40,40r AISI 1042,1043,BS 060A42, 080A42,8K,rOCT 45,45r,NF XC42 AISI 1045,1046,BS 080A46, DIN C45,CK45,rOCT 45,45r AISI 1045,1046,1049,BS 060A47, 080A47,DIN C45,CK45,rOCT 50,50r,NF XC48 AISI 1050,1053,BS 080A50,rOCT 50,50r AISI 1055,BS 060A52,080A52,rOCT 55,50r AISI 1055,1053,BS 070M55,rOST 55,55r,NF XC55,DIN C55,Ck55 Relsted foreign standard steels AISI ASTM
BS 970 Part 4 BS 1449 Part 4
AISI 201 AISI 202 AISI 301 AISI 302 AISI 303 AISI 303Se
BS 284S16 BS 301S21 BS 302S25 BS 303S21 BS 303S41
DIN 17440 DIN 17224
NF A 35-572 NF A 35-576-581
TOCT 5632
TOCT 12X17r9AH4 DIN X 12CrNi188 DIN X 12CrNis188
NF Z12CN17-07 NF Z10CNN18-09 NF Z10CNF18-09 TOCT 12X18H10E
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AISI 304 AISI 304L AISI 305
BS 304S15 BS 304S12 BS 305S19
DIN X 5CrNi189 DIN X 2CrNi189 DIN X 5CrNi1911
AISI 316
BS 316S16
DIN X 5CrNiMo1810
AISI 316L
BS 316S12
DIN X 2CrNiMo1810
AISI 317 AISI 317L AISI 321 AISI 347 AISI 384 AISI 385 ASTM XM7
BS 317S16 BS 317S12 BS 321S12 BS 347S17
NF Z6CN18-09 NF Z6CN18-10 NF Z8CN18-12
TOCT 08X18H10 TOCT 03X18H11
AISI 308 AISI 309S AISI 310S
DIN X 10CrNiTi189 DIN X 10CrNiNb189
NF Z6CND17-12 NF Z2CND17-12 TOCT 30X17H13M2
NF Z 2CND 19-15 TOCT 08X18H10T NF Z6CNT18-10 TOCT 08X18H128 NF Z6CNb18-10 NF Z6NC18-16 NF Z6CNU18-10
Page 591
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