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Saturday, March 16, 2019, 08:19 AM PAGE NO.
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**************************************************** * * * STAAD.Pro V8i SELECTseries6/Academic * * Version 20.07.11.70 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= MAR 16, 2019 * * Time= 8:19:29 * * * * USER ID: * ****************************************************
1. STAAD SPACE INPUT FILE: E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019.. .STD 2. START JOB INFORMATION 3. ENGINEER DATE 15-MAR-19 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 5.53 0 0; 3 11.015 0 0; 4 0 0 4.8; 5 5.53 0 4.8; 6 11.015 0 4.8 9. 7 0 3 0; 8 5.53 3 0; 9 11.015 3 0; 10 0 3 4.8; 11 5.53 3 4.8; 12 11.015 3 4.8 10. 13 0 6 0; 14 5.53 6 0; 15 11.015 6 0; 16 0 6 4.8; 17 5.53 6 4.8 11. 18 11.015 6 4.8; 19 0 9.5 0; 20 0 9.5 4.8; 21 5.53 9.5 0; 22 5.53 9.5 4.8 12. 23 11.015 9.5 0; 24 11.015 9.5 4.8; 25 0 6 2.125; 26 5.53 6 2.125 13. 27 1.125 6 4.8; 28 1.125 6 2.125; 29 4.925 6 4.8; 30 4.925 6 2.125 14. 31 1.595 6 2.125; 32 1.595 6 0; 33 4.925 6 0; 34 11.015 6 2.125; 35 6.13 6 4.8 15. 36 6.13 6 2.125; 37 9.93 6 4.8; 38 9.93 6 2.125; 39 6.595 6 2.125 16. 40 6.595 6 0; 41 9.93 6 0; 42 0 4.405 0; 43 5.53 4.935 0; 44 11.015 4.915 0 17. 45 1.125 9.5 4.8; 46 5.53 9.5 2.125; 47 0 9.5 2.125; 48 1.595 9.5 0 18. 49 6.595 9.5 0; 50 11.015 9.5 2.125; 51 6.13 9.5 4.8; 52 1.125 9.5 2.125 19. 53 4.925 9.5 4.8; 54 1.595 9.5 2.125; 55 4.925 9.5 2.125; 56 4.925 9.5 0 20. 57 6.13 9.5 2.125; 58 9.93 9.5 4.8; 59 6.595 9.5 2.125; 60 9.93 9.5 2.125 21. 61 9.93 9.5 0; 62 0 7.905 0; 63 5.53 8.435 0; 64 11.015 7.915 0 22. MEMBER INCIDENCES 23. 1 1 7; 2 7 42; 3 4 10; 4 10 16; 5 2 8; 6 8 43; 7 5 11; 8 11 17; 9 3 9; 10 9 44 24. 11 6 12; 12 12 18; 13 10 7; 14 10 11; 15 11 8; 16 7 8; 17 8 9; 18 11 12 25. 19 12 9; 20 16 27; 21 17 26; 22 16 25; 23 13 32; 24 14 40; 25 18 34; 26 17 35 26. 27 13 62; 28 16 20; 29 14 63; 30 17 22; 31 15 64; 32 18 24; 33 20 45; 34 22 46 27. 35 20 47; 38 24 50; 39 22 51; 40 25 13; 41 26 14; 42 25 28; 43 27 29; 44 28 31 28. 45 27 28; 46 29 17; 47 30 26; 48 29 30; 49 31 30; 51 31 32; 52 33 14; 53 30 33 29. 54 34 15; 55 26 36; 56 35 37; 57 36 39; 58 35 36; 59 37 18; 60 38 34; 61 37 38 30. 62 39 38; 64 39 40; 65 41 15; 66 38 41; 67 42 13; 68 42 32; 69 43 14; 70 43 40 31. 71 43 33; 72 44 15; 73 41 44; 74 45 53; 76 46 21; 78 47 19; 80 19 48; 81 21 49 32. 82 50 23; 84 51 58; 86 47 52; 87 53 22; 89 52 54; 90 45 52; 91 55 46; 92 53 55 33. 93 54 55; 94 54 48; 95 56 21; 96 55 56; 97 46 57; 98 58 24; 100 57 59 34. 101 51 57; 102 60 50; 103 58 60; 104 59 60; 105 59 49; 106 61 23; 107 60 61 35. 108 62 19; 109 62 48; 110 63 21; 111 63 49; 112 63 56; 113 64 23; 114 64 61 36. 115 10 17; 116 11 18; 117 12 17; 118 11 16; 119 16 22; 120 17 20; 121 17 24 37. 122 18 22; 123 20 46; 124 22 47; 125 22 50; 126 24 46; 127 16 26; 128 17 25 38. 129 17 34; 130 18 26
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-- PAGE NO.
2
39. DEFINE MATERIAL START 40. ISOTROPIC STEEL 41. E 2.05E+008 42. POISSON 0.3 43. DENSITY 76.8195 44. ALPHA 1.2E-005 45. DAMP 0.03 46. TYPE STEEL 47. STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2 48. END DEFINE MATERIAL 49. MEMBER PROPERTY INDIAN 50. 20 TO 22 25 26 33 TO 35 38 TO 44 46 47 49 54 TO 57 59 60 62 74 76 78 82 84 51. 86 87 89 TO 93 97 98 100 TO 104 TABLE ST TUB1501506 52. 13 TO 19 23 24 45 48 51 TO 53 58 61 64 TO 66 80 81 94 TO 96 105 TO 106 53. 107 TABLE ST TUB1001006 54. 68 70 71 73 109 111 112 114 TABLE ST TUB49494.5 55. 115 TO 130 TABLE LD ISA75X75X6 56. 1 TO 12 27 TO 32 67 69 72 108 110 113 TABLE ST TUBE TH 0.006 WT 0.2 DT 0.2 57. CONSTANTS 58. MATERIAL STEEL ALL 59. SUPPORTS 60. 1 TO 6 PINNED 61. MEMBER TRUSS 62. 68 70 71 73 109 111 112 114 TO 130 63. DEFINE 1893 LOAD 64. ZONE 0.16 RF 5 I 1 SS 2 ST 2 DM 0.05 65. *DEAD LOAD 66. SELFWEIGHT 1 67. ONEWAY LOAD **WARNING** about Floor/OneWay Loads/Weights. Please note that depending on the shape of the floor you may have to break up the FLOOR/ONEWAY LOAD into multiple commands. For details please refer to Technical Reference Manual Section 5.32.4.2 Note d and/or "5.32.4.3 Note f. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85.
YRANGE 5.95 9.55 YRANGE 5.95 9.55 YRANGE 5.95 9.55 FLOOR WEIGHT YRANGE 5.95 9.55 YRANGE 5.95 9.55 *LIVE LOAD ONEWAY LOAD YRANGE 5.95 9.55 YRANGE 5.95 9.55 YRANGE 5.95 9.55 FLOOR WEIGHT YRANGE 5.95 6.05 YRANGE 9.45 9.55 YRANGE 5.95 6.05 YRANGE 9.45 9.55 LOAD 1 SEISMIC X 1893 LOAD X 1
ONE 1 XRANGE 0 11.015 ZRANGE 0 4.8 ONE -1 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 ONE -1 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 FLOAD 1 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 GY FLOAD 1 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 GY
ONE 2 XRANGE 0 11.015 ZRANGE 0 4.8 ONE -2 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 ONE -2 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 FLOAD FLOAD FLOAD FLOAD
2 5 2 5
XRANGE XRANGE XRANGE XRANGE
1.125 4.925 ZRANGE 2.125 4.8 GY 1.125 4.925 ZRANGE 2.125 4.8 GY 6.13 9.93 ZRANGE 2.125 4.8 GY 6.13 9.93 ZRANGE 2.125 4.8 GY
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3
86. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S ----------------------------------NUMBER OF JOINTS NUMBER OF PLATES NUMBER OF SURFACES
64 0 0
NUMBER OF MEMBERS NUMBER OF SOLIDS NUMBER OF SUPPORTS
119 0 6
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER ORIGINAL/FINAL BAND-WIDTH= 49/ 18/ 114 DOF TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = TOTAL LOAD COMBINATION CASES = 0 SO FAR. SIZE OF STIFFNESS MATRIX = 42 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.6/ 475156.7 MB
366
********************************************************* * UNITS - KN METE * * TIME PERIOD FOR X 1893 LOADING = 0.45995 SEC * * SA/G PER 1893= 2.500, LOAD FACTOR= 1.000 * * VB PER 1893= 0.0400 X 428.55= 17.14 KN * * * *********************************************************
87. 88. 89. 90.
CHANGE LOAD 2 SEISMIC -X 1893 LOAD X -1. PERFORM ANALYSIS
********************************************************* * UNITS - KN METE * * TIME PERIOD FOR X 1893 LOADING = 0.45995 SEC * * SA/G PER 1893= 2.500, LOAD FACTOR=-1.000 * * VB PER 1893= 0.0400 X 428.55= -17.14 KN * * * *********************************************************
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91. 92. 93. 94.
-- PAGE NO.
4
CHANGE LOAD 3 SEISMIC Z 1893 LOAD Z 1 PERFORM ANALYSIS
********************************************************* * UNITS - KN METE * * TIME PERIOD FOR Z 1893 LOADING = 0.45995 SEC * * SA/G PER 1893= 2.500, LOAD FACTOR= 1.000 * * VB PER 1893= 0.0400 X 428.55= 17.14 KN * * * *********************************************************
95. 96. 97. 98.
CHANGE LOAD 4 SEISMIC -Z 1893 LOAD Z -1. PERFORM ANALYSIS
********************************************************* * UNITS - KN METE * * TIME PERIOD FOR Z 1893 LOADING = 0.45995 SEC * * SA/G PER 1893= 2.500, LOAD FACTOR=-1.000 * * VB PER 1893= 0.0400 X 428.55= -17.14 KN * * * *********************************************************
99. 100. 101. 102. 103. 104. 105. 106.
CHANGE LOAD 5 LOADTYPE DEAD TITLE DL SELFWEIGHT Y -1 ONEWAY LOAD YRANGE 5.95 9.55 ONE -1 XRANGE 0 11.015 ZRANGE 0 4.8 GY YRANGE 5.95 9.55 ONE 1 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 GY YRANGE 5.95 9.55 ONE 1 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 GY FLOOR LOAD
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 150. 151. 152. 153.
-- PAGE NO.
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YRANGE 5.95 9.55 FLOAD -1 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 GY YRANGE 5.95 9.55 FLOAD -1 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 GY LOAD 6 LOADTYPE LIVE TITLE LL ONEWAY LOAD YRANGE 5.95 9.55 ONE -2 XRANGE 0 11.015 ZRANGE 0 4.8 GY YRANGE 5.95 9.55 ONE 2 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 GY YRANGE 5.95 9.55 ONE 2 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 GY FLOOR LOAD YRANGE 5.95 6.05 FLOAD -2 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 GY YRANGE 9.45 9.55 FLOAD -5 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 GY YRANGE 5.95 6.05 FLOAD -2 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 GY YRANGE 9.45 9.55 FLOAD -5 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 GY *LOAD COMB 7 COMBINATION LOAD CASE 7 *5 1.5 6 1.5 *LOAD COMB 8 COMBINATION LOAD CASE 8 *5 1.2 6 1.2 1 1.2 *LOAD COMB 9 COMBINATION LOAD CASE 9 *5 1.2 6 1.2 2 1.2 *LOAD COMB 10 COMBINATION LOAD CASE 10 *5 1.2 6 1.2 3 1.2 *LOAD COMB 11 COMBINATION LOAD CASE 11 *5 1.2 6 1.2 4 1.2 *LOAD COMB 12 COMBINATION LOAD CASE 12 *5 0.9 1 1.5 *LOAD COMB 13 COMBINATION LOAD CASE 13 *5 0.9 2 1.5 *LOAD COMB 14 COMBINATION LOAD CASE 14 *5 0.9 3 1.5 *LOAD COMB 15 COMBINATION LOAD CASE 15 *5 0.9 4 1.5 LOAD COMB 16 COMBINATION LOAD CASE 16 5 1.0 6 1.0 LOAD COMB 17 COMBINATION LOAD CASE 17 5 1.0 6 0.8 1 0.8 LOAD COMB 18 COMBINATION LOAD CASE 18 5 1.0 6 0.8 2 0.8 LOAD COMB 19 COMBINATION LOAD CASE 19 5 1.0 6 0.8 3 0.8 LOAD COMB 20 COMBINATION LOAD CASE 20 5 1.0 6 0.8 4 0.8 LOAD COMB 21 COMBINATION LOAD CASE 21 5 1.0 1 1.0 LOAD COMB 22 COMBINATION LOAD CASE 22 5 1.0 2 1.0 LOAD COMB 23 COMBINATION LOAD CASE 23 5 1.0 3 1.0 LOAD COMB 24 COMBINATION LOAD CASE 24
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-- PAGE NO.
6
154. 5 1.0 4 1.0 155. PERFORM ANALYSIS PRINT ALL
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LOADING 5 -----------
-- PAGE NO.
LOADTYPE DEAD
SELFWEIGHT
Y
TITLE DL
-1.000
ACTUAL WEIGHT OF THE STRUCTURE =
MEMBER LOAD - UNIT KN MEMBER 76 105 76 96 78 94 82 107 51 40 64 41 41 53 54 66
UDL -0.5325 -0.5325 -0.3025 -0.3025 -0.7975 -0.7975 -0.5425 -0.5425 -0.7975 -0.7975 -0.5325 -0.5325 -0.3025 -0.3025 -0.5425 -0.5425
MEMBER 74 93 89 43 49 44
UDL 1.3375 1.3375 1.3375 1.3375 1.3375 1.3375
GY GY GY GY GY GY
84 104 100 56 62 57
UDL 1.3375 1.3375 1.3375 1.3375 1.3375 1.3375
L
LIN1
LIN2
CON
L
LIN1
LIN2
CON
L
LIN1
LIN2
2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12
L2
0.00 0.00 0.00 0.00 0.00 0.00
3.80 3.33 0.47 3.80 3.33 0.47
METE
L1 GY GY GY GY GY GY
CON
METE
L1
MEMBER LOAD - UNIT KN MEMBER
L2
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
MEMBER LOAD - UNIT KN
68.140 KN
METE
L1 GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
7
0.00 0.00 0.00 0.00 0.00 0.00
L2 3.80 3.34 0.46 3.80 3.34 0.46
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-- PAGE NO.
MEMBER LOAD - UNIT KN MEMBER 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93
UDL
-1.3375 GY
-1.3375 GY
8
METE
L1
1.34
0.87
L2
CON
-0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 2.46 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0568 -0.0686 -0.0804 -0.0921 -0.1039 -0.1156 -0.1274 -0.1392 1.99 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140
L GY GY GY GY GY GY GY GY
0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06 0.16 0.27 0.38 0.49 0.60 0.71 0.81
GY GY GY GY GY GY GY GY
2.07 2.24 2.41 2.57 2.74 2.91 3.07 3.22
LIN1
LIN2
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 89 89 89 89 89 89 89 89 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48
-1.3375 GY
-- PAGE NO.
1.34
-0.0017 -0.0052 -0.0086 -0.0121 -0.0155 -0.0190 -0.0224 -0.0259 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 2.46 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
0.04 0.09 0.15 0.21 0.27 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41
9
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 48 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 44 44 44 44 44 44 44 44 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45
-1.3375 GY
-- PAGE NO.
0.87
MEMBER LOAD - UNIT KN MEMBER 84 84 84 84 84 84 84 84
UDL
-0.0140 -0.0568 -0.0686 -0.0804 -0.0921 -0.1039 -0.1156 -0.1274 -0.1392 1.99 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0017 -0.0052 -0.0086 -0.0121 -0.0155 -0.0190 -0.0224 -0.0259 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140
L1
GY GY GY GY GY GY GY GY GY
2.56 0.06 0.16 0.27 0.38 0.49 0.60 0.71 0.81
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.07 2.24 2.41 2.57 2.74 2.91 3.07 3.22 0.04 0.09 0.15 0.21 0.27 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56
10
METE L2
CON -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096
L GY GY GY GY GY GY GY GY
LIN1
LIN2
0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 84 84 84 84 84 84 84 84 84 103 103 103 103 103 103 103 103 103 103 103 103 103 103 103 103 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 100 100 100 100 100 100 100 100 101 101 101 101 101 101
-1.3375 GY
-1.3375 GY
-- PAGE NO. 1.34
0.87
2.46 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0567 -0.0686 -0.0805 -0.0923 -0.1042 -0.1161 -0.1280 -0.1399 2.00 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0017 -0.0051 -0.0084 -0.0118 -0.0152 -0.0186 -0.0220 -0.0253 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06 0.17 0.27 0.38 0.49 0.60 0.71 0.82
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.08 2.25 2.41 2.58 2.75 2.91 3.07 3.22 0.04 0.09 0.15 0.20 0.26 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92
11
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 101 101 101 101 101 101 101 101 101 101 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 62 62 62 62 62 62 62 62 62 62 62 62 62
-1.3375 GY
-1.3375 GY
-- PAGE NO.
1.34
0.87
-0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 2.46 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0567 -0.0686 -0.0805 -0.0923 -0.1042 -0.1161 -0.1280 -0.1399 2.00 -0.2096 -0.1817 -0.1537 -0.1258
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06 0.17 0.27 0.38 0.49 0.60 0.71 0.82
GY GY GY GY
2.08 2.25 2.41 2.58
12
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-- PAGE NO.
62 62 62 62 57 57 57 57 57 57 57 57 58 58 58 58 58 58 58 58 58 58 58 58 58 58 58 58
-0.0978 -0.0699 -0.0419 -0.0140 -0.0017 -0.0051 -0.0084 -0.0118 -0.0152 -0.0186 -0.0220 -0.0253 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140
LOADING 6 -----------
LOADTYPE LIVE
MEMBER LOAD - UNIT KN MEMBER 76 105 76 96 78 94 82 107 51 40 64 41 41 53 54 66
UDL -1.0650 -1.0650 -0.6050 -0.6050 -1.5950 -1.5950 -1.0850 -1.0850 -1.5950 -1.5950 -1.0650 -1.0650 -0.6050 -0.6050 -1.0850 -1.0850
2.75 2.91 3.07 3.22 0.04 0.09 0.15 0.20 0.26 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56
TITLE LL
METE
L1 GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
13
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
L2
CON
L
LIN1
LIN2
2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12
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-- PAGE NO.
MEMBER LOAD - UNIT KN MEMBER 74 93 89 43 49 44
UDL 2.6750 2.6750 2.6750 2.6750 2.6750 2.6750
84 104 100 56 62 57
UDL 2.6750 2.6750 2.6750 2.6750 2.6750 2.6750
GY GY GY GY GY GY
43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 48 48 48 48 48 48 48 48 48
UDL
-2.6750 GY
CON
L
LIN1
LIN2
CON
L
LIN1
LIN2
CON
L
LIN1
LIN2
3.80 3.33 0.47 3.80 3.33 0.47
METE
L1
L2
0.00 0.00 0.00 0.00 0.00 0.00
MEMBER LOAD - UNIT KN MEMBER
L2
0.00 0.00 0.00 0.00 0.00 0.00
MEMBER LOAD - UNIT KN MEMBER
METE
L1 GY GY GY GY GY GY
14
3.80 3.34 0.46 3.80 3.34 0.46
METE
L1
1.34
L2
-0.0280 -0.0839 -0.1398 -0.1957 -0.2516 -0.3075 -0.3634 -0.4193 2.46 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280 -0.0280 -0.0839 -0.1398 -0.1957 -0.2516 -0.3075 -0.3634 -0.4193 -0.4193
GY GY GY GY GY GY GY GY
0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 48 48 48 48 48 48 48 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 44 44 44 44 44 44 44 44 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45
-2.6750 GY
-- PAGE NO.
0.87
MEMBER LOAD - UNIT KN MEMBER 74 74
UDL
-0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280 -0.1137 -0.1372 -0.1607 -0.1842 -0.2078 -0.2313 -0.2548 -0.2783 1.99 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280 -0.0035 -0.0104 -0.0173 -0.0242 -0.0311 -0.0380 -0.0449 -0.0518 -0.0280 -0.0839 -0.1398 -0.1957 -0.2516 -0.3075 -0.3634 -0.4193 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280
L1
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06 0.16 0.27 0.38 0.49 0.60 0.71 0.81
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.07 2.24 2.41 2.57 2.74 2.91 3.07 3.22 0.04 0.09 0.15 0.21 0.27 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56
15
METE L2
CON -0.0699 GY -0.2096 GY
L
LIN1
LIN2
0.11 0.26
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 89 89 89 89 89 89 89 89
-6.6875 GY
-6.6875 GY
-- PAGE NO.
1.34
0.87
-0.3494 -0.4892 -0.6289 -0.7687 -0.9084 -1.0482 2.46 -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699 -0.0699 -0.2096 -0.3494 -0.4892 -0.6289 -0.7687 -0.9084 -1.0482 -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699 -0.2842 -0.3430 -0.4018 -0.4606 -0.5194 -0.5782 -0.6370 -0.6958 1.99 -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699 -0.0086 -0.0259 -0.0431 -0.0604 -0.0777 -0.0949 -0.1122 -0.1294
GY GY GY GY GY GY
0.42 0.59 0.76 0.92 1.09 1.26
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06 0.16 0.27 0.38 0.49 0.60 0.71 0.81
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.07 2.24 2.41 2.57 2.74 2.91 3.07 3.22 0.04 0.09 0.15 0.21 0.27 0.32 0.38 0.44
16
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-- PAGE NO.
90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90
-0.0699 -0.2096 -0.3494 -0.4892 -0.6289 -0.7687 -0.9084 -1.0482 -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699
MEMBER LOAD - UNIT KN MEMBER 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 62
UDL
-2.6750 GY
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
17
0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56
METE
L1
1.34
L2
CON
-0.0280 -0.0839 -0.1398 -0.1957 -0.2516 -0.3075 -0.3634 -0.4193 2.46 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280 -0.0280 -0.0839 -0.1398 -0.1957 -0.2516 -0.3075 -0.3634 -0.4193 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280 -0.1133
L GY GY GY GY GY GY GY GY
0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06
LIN1
LIN2
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 57 57 57 57 57 57 57 57 58 58 58 58 58 58 58 58 58 58 58 58 58 58 58 58
-2.6750 GY
-- PAGE NO.
0.87
MEMBER LOAD - UNIT KN MEMBER 84 84 84 84 84 84 84 84 84 84
UDL
-6.6875 GY
-0.1371 -0.1609 -0.1847 -0.2085 -0.2323 -0.2561 -0.2798 2.00 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280 -0.0034 -0.0101 -0.0169 -0.0236 -0.0304 -0.0372 -0.0439 -0.0507 -0.0280 -0.0839 -0.1398 -0.1957 -0.2516 -0.3075 -0.3634 -0.4193 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280
GY GY GY GY GY GY GY
0.17 0.27 0.38 0.49 0.60 0.71 0.82
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.08 2.25 2.41 2.58 2.75 2.91 3.07 3.22 0.04 0.09 0.15 0.20 0.26 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56
18
METE
L1
1.34
L2
CON
-0.0699 -0.2096 -0.3494 -0.4892 -0.6289 -0.7687 -0.9084 -1.0482 2.46 -1.0482
L GY GY GY GY GY GY GY GY
0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
GY
2.54
LIN1
LIN2
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 84 84 84 84 84 84 84 103 103 103 103 103 103 103 103 103 103 103 103 103 103 103 103 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 100 100 100 100 100 100 100 100 101 101 101 101 101 101 101 101
-6.6875 GY
-- PAGE NO.
0.87
-0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699 -0.0699 -0.2096 -0.3494 -0.4892 -0.6289 -0.7687 -0.9084 -1.0482 -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699 -0.2833 -0.3428 -0.4023 -0.4617 -0.5212 -0.5807 -0.6401 -0.6996 2.00 -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699 -0.0084 -0.0253 -0.0422 -0.0591 -0.0760 -0.0929 -0.1098 -0.1267 -0.0699 -0.2096 -0.3494 -0.4892 -0.6289 -0.7687 -0.9084 -1.0482
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06 0.17 0.27 0.38 0.49 0.60 0.71 0.82
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.08 2.25 2.41 2.58 2.75 2.91 3.07 3.22 0.04 0.09 0.15 0.20 0.26 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
19
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 101 101 101 101 101 101 101 101
FOR LOADING 5 APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y 1 0.00000E+00-5.36507E-01 2 0.00000E+00-5.36507E-01 3 0.00000E+00-5.36507E-01 4 0.00000E+00-5.36507E-01 5 0.00000E+00-5.36507E-01 6 0.00000E+00-5.36507E-01 7 0.00000E+00-1.64480E+00 8 0.00000E+00-2.19465E+00 9 0.00000E+00-1.73227E+00 10 3.69620E-09-2.34858E+00 11-1.06335E-08-3.21955E+00 12 6.93728E-09-2.34222E+00 13 0.00000E+00-1.87984E+00 14 0.00000E+00-1.92591E+00 15 0.00000E+00-1.47718E+00 16 4.33728E-09-2.91543E+00 17 1.65300E-08-4.18049E+00 18-2.08672E-08-2.90242E+00 19 0.00000E+00-1.53916E+00 20-8.03348E-09-1.96039E+00 21 0.00000E+00-1.49044E+00 22-5.89647E-09-2.80954E+00 23 0.00000E+00-1.22412E+00 24 1.39299E-08-1.95001E+00 25 0.00000E+00-2.02067E+00 26 0.00000E+00-2.47682E+00 27 0.00000E+00-8.57536E-01 28 0.00000E+00-1.04091E+00 29 0.00000E+00-7.90426E-01 30 0.00000E+00-1.27671E+00 31 0.00000E+00-8.51698E-01 32 9.58281E-10-1.22087E+00 33 2.14649E-10-5.83139E-01 34 0.00000E+00-1.74188E+00 35 0.00000E+00-7.89781E-01 36 0.00000E+00-9.75153E-01 37 0.00000E+00-8.52373E-01 38 0.00000E+00-1.59391E+00 39 0.00000E+00-5.67881E-01 40 2.02558E-09-8.73770E-01 41-5.60902E-10-8.86868E-01 42 9.58281E-10-6.01400E-01 43 2.24023E-09-6.15075E-01
-- PAGE NO. -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699
GY GY GY GY GY GY GY GY
20
1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56
FORCE-Z MOM-X 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 3.18586E-01 0.00000E+00 3.18586E-01 0.00000E+00 3.18586E-01 0.00000E+00-3.18586E-01 0.00000E+00-3.18586E-01 0.00000E+00-3.18586E-01 0.00000E+00 3.97229E-01 0.00000E+00 4.11341E-01 0.00000E+00 3.01272E-01 0.00000E+00-1.53914E-01 0.00000E+00-1.53914E-01 0.00000E+00-1.53914E-01 0.00000E+00 3.97229E-01 0.00000E+00-1.53914E-01 0.00000E+00 4.11341E-01 0.00000E+00-1.53914E-01 0.00000E+00 3.01272E-01 0.00000E+00-1.53914E-01 0.00000E+00-2.43316E-01 0.00000E+00-2.57427E-01 0.00000E+00-5.98187E-01 0.00000E+00 5.98186E-01 0.00000E+00-5.98187E-01 0.00000E+00 4.21915E-01 0.00000E+00-3.62541E-01 0.00000E+00 3.62541E-01 0.00000E+00 1.76271E-01 0.00000E+00-1.47359E-01 0.00000E+00-5.98187E-01 0.00000E+00 5.98186E-01 0.00000E+00-5.98187E-01 0.00000E+00 3.31603E-01 0.00000E+00-2.62821E-01 0.00000E+00 2.62821E-01 0.00000E+00 2.66584E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
MOM-Y MOM-Z 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-4.22858E-01 0.00000E+00 6.85402E-03 0.00000E+00 4.16004E-01 0.00000E+00-4.22858E-01 0.00000E+00 6.85402E-03 0.00000E+00 4.16004E-01 0.00000E+00-3.51775E-02 0.00000E+00-1.06223E-02 0.00000E+00 1.62781E-02 0.00000E+00-2.72229E-02 0.00000E+00 1.29596E-04 0.00000E+00 2.53215E-02 0.00000E+00-3.51775E-02 0.00000E+00-2.72229E-02 0.00000E+00-1.06223E-02 0.00000E+00 1.29596E-04 0.00000E+00 1.62781E-02 0.00000E+00 2.53215E-02 0.00000E+00-2.72229E-02 0.00000E+00 1.29596E-04 0.00000E+00 4.46815E-02 0.00000E+00 4.36325E-02 0.00000E+00-2.53319E-02 0.00000E+00-3.86090E-02 0.00000E+00-1.09902E-01 0.00000E+00 3.51775E-02 0.00000E+00-5.06121E-03 0.00000E+00 2.53215E-02 0.00000E+00 2.52021E-02 0.00000E+00 2.38418E-02 0.00000E+00-4.27805E-02 0.00000E+00-5.57743E-02 0.00000E+00-1.09096E-01 0.00000E+00 1.56835E-02 0.00000E+00-1.62781E-02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
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-- PAGE NO.
APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y 44-5.60902E-10-5.80651E-01 45 0.00000E+00-9.80831E-01 46 0.00000E+00-2.47682E+00 47 0.00000E+00-2.02067E+00 48-1.06730E-09-1.22087E+00 49 2.02558E-09-8.73770E-01 50 0.00000E+00-1.74188E+00 51 0.00000E+00-9.13076E-01 52 0.00000E+00-1.16420E+00 53 0.00000E+00-9.13721E-01 54 0.00000E+00-8.51698E-01 55 0.00000E+00-1.40000E+00 56 2.14649E-10-5.83139E-01 57 0.00000E+00-1.09845E+00 58 0.00000E+00-9.75669E-01 59 0.00000E+00-5.67881E-01 60 0.00000E+00-1.71721E+00 61-3.11995E-10-8.97983E-01 62-1.06730E-09-6.90818E-01 63 2.24023E-09-7.04493E-01 64-3.11995E-10-6.81184E-01
FORCE-Z MOM-X 0.00000E+00 0.00000E+00 0.00000E+00-6.53156E-01 0.00000E+00-2.57427E-01 0.00000E+00-2.43316E-01 0.00000E+00 3.62541E-01 0.00000E+00 2.62821E-01 0.00000E+00-1.47359E-01 0.00000E+00-6.53156E-01 0.00000E+00 6.53156E-01 0.00000E+00-6.53156E-01 0.00000E+00-3.62541E-01 0.00000E+00 4.76884E-01 0.00000E+00 1.76271E-01 0.00000E+00 6.53156E-01 0.00000E+00-6.53156E-01 0.00000E+00-2.62821E-01 0.00000E+00 3.86572E-01 0.00000E+00 2.66584E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
21
MOM-Y MOM-Z 0.00000E+00 0.00000E+00 0.00000E+00 4.46815E-02 0.00000E+00 1.29596E-04 0.00000E+00-2.72229E-02 0.00000E+00 3.51775E-02 0.00000E+00 1.56835E-02 0.00000E+00 2.53215E-02 0.00000E+00 2.52021E-02 0.00000E+00 4.36325E-02 0.00000E+00-2.53319E-02 0.00000E+00-1.09902E-01 0.00000E+00-3.86090E-02 0.00000E+00-5.06121E-03 0.00000E+00 2.38418E-02 0.00000E+00-4.27805E-02 0.00000E+00-1.09096E-01 0.00000E+00-5.57743E-02 0.00000E+00-1.62781E-02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. LOADTYPE DEAD TITLE DL
5
CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = Y = Z = ***TOTAL APPLIED LOAD SUMMATION FORCE-X SUMMATION FORCE-Y SUMMATION FORCE-Z
0.542763865E+01 0.660178644E+01 0.247336426E+01
( KN = = =
METE ) SUMMARY (LOADING 0.00 -86.63 0.00
SUMMATION OF MOMENTS AROUND THE ORIGINMX= 214.26 MY= 0.00 MZ=
***TOTAL REACTION LOAD( KN SUMMATION FORCE-X = SUMMATION FORCE-Y = SUMMATION FORCE-Z =
METE ) SUMMARY (LOADING -0.00 86.63 0.00
SUMMATION OF MOMENTS AROUND THE ORIGINMX= -214.26 MY= -0.00 MZ=
5 )
-470.19
5 )
470.18
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MAXIMUM DISPLACEMENTS ( MAXIMUMS AT X = 1.21134E-01 Y = -1.94132E-01 Z = 7.99205E-02 RX= 1.07727E-03 RY= -3.18233E-04 RZ= -5.62718E-04
CM /RADIANS) (LOADING NODE 48 54 23 48 19 47
EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KN JT
EXT FX/ INT FX
EXT FY/ INT FY
22
5)
METE )-
EXT FZ/ INT FZ
EXT MX/ INT MX
EXT MY/ INT MY
EXT MZ/ INT MZ SUPPORT=1
1
2
3
4
5
6
0.00 -0.03
-0.54 -12.98
0.00 -0.01
0.00 0.00
0.00 -0.00
0.00 -0.00
111000
0.00 -0.02
-0.54 -16.39
0.00 0.06
0.00 -0.00
0.00 0.00
0.00 -0.00
111000
0.00 -0.05
-0.54 -11.01
0.00 0.03
0.00 -0.00
0.00 -0.00
0.00 -0.00
111000
0.00 -0.01
-0.54 -12.62
0.00 -0.04
0.00 0.00
0.00 -0.00
0.00 -0.00
111000
0.00 0.03
-0.54 -17.22
0.00 -0.05
0.00 0.00
0.00 0.00
0.00 -0.00
111000
0.00 0.08
-0.54 -13.19
0.00 0.01
0.00 0.00
0.00 0.00
0.00 0.00
111000
FOR LOADING 6 APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y 13 0.00000E+00-1.69469E+00 14 0.00000E+00-1.77437E+00 15 0.00000E+00-1.15281E+00 19 0.00000E+00-1.69469E+00 21 0.00000E+00-1.77437E+00 23 0.00000E+00-1.15281E+00 25 0.00000E+00-1.69469E+00 26 0.00000E+00-1.77437E+00 27 0.00000E+00 7.95404E-07 28 0.00000E+00-1.22626E+00 29 0.00000E+00 7.95404E-07 30 0.00000E+00-7.41276E-01 31 0.00000E+00-3.69963E-01 32 0.00000E+00-1.69469E+00 33 0.00000E+00-6.42813E-01 34 0.00000E+00-1.15281E+00 35 0.00000E+00 9.27971E-07 36 0.00000E+00-1.23155E+00 37 0.00000E+00 5.30269E-07 38 0.00000E+00-1.25050E+00 39 0.00000E+00 1.97671E-01 40 0.00000E+00-1.13156E+00 41 0.00000E+00-1.15281E+00 45 0.00000E+00-7.62375E+00
FORCE-Z MOM-X 0.00000E+00 6.00202E-01 0.00000E+00 6.28424E-01 0.00000E+00 4.08287E-01 0.00000E+00 6.00202E-01 0.00000E+00 6.28424E-01 0.00000E+00 4.08287E-01 0.00000E+00-6.00202E-01 0.00000E+00-6.28424E-01 0.00000E+00-9.98484E-01 0.00000E+00 9.98484E-01 0.00000E+00-9.98484E-01 0.00000E+00 7.70821E-01 0.00000E+00-6.00202E-01 0.00000E+00 6.00202E-01 0.00000E+00 2.27663E-01 0.00000E+00-4.08287E-01 0.00000E+00-9.98484E-01 0.00000E+00 9.98484E-01 0.00000E+00-9.98484E-01 0.00000E+00 5.90196E-01 0.00000E+00-4.00762E-01 0.00000E+00 4.00762E-01 0.00000E+00 4.08288E-01 0.00000E+00-2.49621E+00
MOM-Y MOM-Z 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 6.56111E-01 0.00000E+00 4.23221E-02 0.00000E+00-6.56111E-01 0.00000E+00-5.38505E-01 0.00000E+00 2.47725E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 6.56111E-01 0.00000E+00 4.14985E-02 0.00000E+00-6.56111E-01 0.00000E+00-5.39372E-01 0.00000E+00 2.50972E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.18810E+00
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APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y 46 0.00000E+00-1.77437E+00 47 0.00000E+00-1.69469E+00 48 0.00000E+00-1.69469E+00 49 0.00000E+00-1.13156E+00 50 0.00000E+00-1.15281E+00 51 0.00000E+00-7.62375E+00 52 0.00000E+00-4.00859E+00 53 0.00000E+00-7.62375E+00 54 0.00000E+00-6.00663E+00 55 0.00000E+00-7.56979E+00 56 0.00000E+00-6.42813E-01 57 0.00000E+00-4.01179E+00 58 0.00000E+00-7.62375E+00 59 0.00000E+00-5.43223E+00 60 0.00000E+00-8.08787E+00 61 0.00000E+00-1.15281E+00
FORCE-Z MOM-X 0.00000E+00-6.28424E-01 0.00000E+00-6.00202E-01 0.00000E+00 6.00202E-01 0.00000E+00 4.00762E-01 0.00000E+00-4.08287E-01 0.00000E+00-2.49621E+00 0.00000E+00 2.49621E+00 0.00000E+00-2.49621E+00 0.00000E+00-6.00202E-01 0.00000E+00 2.26855E+00 0.00000E+00 2.27663E-01 0.00000E+00 2.49621E+00 0.00000E+00-2.49621E+00 0.00000E+00-4.00762E-01 0.00000E+00 2.08792E+00 0.00000E+00 4.08288E-01
23
MOM-Y MOM-Z 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.18810E+00 0.00000E+00 3.19418E-02 0.00000E+00 3.18810E+00 0.00000E+00-3.01468E+00 0.00000E+00 2.36159E+00 0.00000E+00 0.00000E+00 0.00000E+00 3.14460E-02 0.00000E+00 3.18810E+00 0.00000E+00-3.01927E+00 0.00000E+00 2.37056E+00 0.00000E+00 0.00000E+00
STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. LOADTYPE LIVE TITLE LL
6
CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = Y = Z = ***TOTAL APPLIED LOAD SUMMATION FORCE-X SUMMATION FORCE-Y SUMMATION FORCE-Z
0.537212424E+01 0.883949632E+01 0.255666617E+01
( KN = = =
METE ) SUMMARY (LOADING 0.00 -97.97 0.00
SUMMATION OF MOMENTS AROUND THE ORIGINMX= 250.46 MY= 0.00 MZ=
***TOTAL REACTION LOAD( KN SUMMATION FORCE-X = SUMMATION FORCE-Y = SUMMATION FORCE-Z =
METE ) SUMMARY (LOADING -0.00 97.97 0.00
SUMMATION OF MOMENTS AROUND THE ORIGINMX= -250.46 MY= -0.00 MZ=
6 )
-526.28
6 )
526.28
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MAXIMUM DISPLACEMENTS ( MAXIMUMS AT X = 2.16670E-01 Y = -7.81642E-01 Z = -1.16505E-01 RX= 3.85518E-03 RY= -5.89768E-04 RZ= -3.26350E-03
CM /RADIANS) (LOADING NODE 48 54 62 48 19 47
EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KN JT
EXT FX/ INT FX
EXT FY/ INT FY
24
6)
METE )-
EXT FZ/ INT FZ
EXT MX/ INT MX
EXT MY/ INT MY
EXT MZ/ INT MZ SUPPORT=1
1
2
3
4
5
6
0.00 0.16
0.00 -13.99
0.00 -0.03
0.00 0.00
0.00 -0.00
0.00 -0.00
111000
0.00 -0.03
0.00 -21.31
0.00 -0.04
0.00 0.00
0.00 0.00
0.00 -0.00
111000
0.00 -0.26
0.00 -10.49
0.00 0.02
0.00 0.00
0.00 0.00
0.00 -0.00
111000
0.00 -0.09
0.00 -14.10
0.00 -0.04
0.00 -0.00
0.00 -0.00
0.00 0.00
111000
0.00 0.05
0.00 -23.06
0.00 0.06
0.00 0.00
0.00 0.00
0.00 0.00
111000
0.00 0.17
0.00 -15.02
0.00 0.03
0.00 0.00
0.00 0.00
0.00 -0.00
111000
LOAD COMBINATION NO. 16 COMBINATION LOAD CASE 16 LOADINGFACTOR -
5. 1.00
6. 1.00
LOAD COMBINATION NO. 17 COMBINATION LOAD CASE 17 LOADINGFACTOR -
5. 1.00
6. 0.80
1. 0.80
LOAD COMBINATION NO. 18 COMBINATION LOAD CASE 18 LOADINGFACTOR -
5. 1.00
6. 0.80
2. 0.80
LOAD COMBINATION NO. 19 COMBINATION LOAD CASE 19 LOADINGFACTOR -
5. 1.00
6. 0.80
3. 0.80
LOAD COMBINATION NO. 20 COMBINATION LOAD CASE 20
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LOADINGFACTOR -
5. 1.00
-- PAGE NO.
6. 0.80
25
4. 0.80
LOAD COMBINATION NO. 21 COMBINATION LOAD CASE 21 LOADINGFACTOR -
5. 1.00
1. 1.00
LOAD COMBINATION NO. 22 COMBINATION LOAD CASE 22 LOADINGFACTOR -
5. 1.00
2. 1.00
LOAD COMBINATION NO. 23 COMBINATION LOAD CASE 23 LOADINGFACTOR -
5. 1.00
3. 1.00
LOAD COMBINATION NO. 24 COMBINATION LOAD CASE 24 LOADINGFACTOR -
5. 1.00
4. 1.00
************ END OF DATA FROM INTERNAL STORAGE ************
156. 157. 158. 159. 160. 161. 162. 163. 164. 165. 166. 167. 168. 169. 170. 171. 172. 173. 174. 175. 176. 177. 178.
DEFINE ENVELOPE 16 TO 24 ENVELOPE 1 TYPE SERVICEABILITY END DEFINE ENVELOPE LOAD LIST ENV 1 PARAMETER 1 CODE IS800 LSD BEAM 1 MEMB 13 TO 26 33 TO 35 38 TO 49 51 TO 62 64 TO 66 74 76 78 80 TO 82 84 86 87 89 TO 98 100 TO 107 FU 410000 ALL FYLD 250000 ALL LZ 5.53 MEMB 14 16 TO 18 20 23 24 26 33 39 42 TO 44 46 47 49 52 55 TO 57 59 60 62 65 74 80 81 84 86 87 89 91 93 95 97 98 100 102 104 106 LZ 4.8 MEMB 13 15 19 21 22 25 34 35 38 40 41 45 48 51 53 54 58 61 64 66 76 78 82 90 92 94 96 101 103 105 107 LY 5.53 MEMB 14 16 TO 18 20 23 24 26 33 39 42 TO 44 46 47 49 52 55 TO 57 59 60 62 65 74 80 81 84 86 87 89 91 93 95 97 98 100 102 104 106 LY 4.8 MEMB 13 15 19 21 22 25 34 35 38 40 41 45 48 51 53 54 58 61 64 66 76 78 82 90 92 94 96 101 103 105 107 LZ 3.5 MEMB 1 TO 12 27 TO 32 67 69 72 108 110 113 MAIN 180 MEMB 1 TO 35 38 TO 49 51 TO 62 64 TO 67 69 72 74 76 78 80 TO 82 84 86 87 89 TO 98 100 TO 108 110 113 MAIN 350 MEMB 68 70 71 73 109 111 112 114 TO 130 CHECK CODE ALL
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 1 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.52 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 2 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.55 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 3 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.57 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 4 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.22 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 5 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.24 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 6 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.35 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 7 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.19 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 8 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.27 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 9 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.37 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 10 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.79 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 11 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.84 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 12 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.94 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 13 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.46 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 14 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.69 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 15 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.40 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 16 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.48 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 17 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.51 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 18 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.56 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 19 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 19 Location: 0.25 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 20 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 21 Location: 0.30 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 21 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 23 Location: 0.36 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 22 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 22 Location: 0.33 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 23 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.02 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 24 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.41 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 25 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.74 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 26 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.86 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 27 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.81 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 28 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.17 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 29 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.91 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 30 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.30 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 31 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.14 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 32 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.71 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 33 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.09 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 34 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.97 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 35 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.89 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 38 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.32 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 39 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.99 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 40 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.42 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 41 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.50 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 42 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.07 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 43 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.63 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 44 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.76 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 45 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.12 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 46 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.60 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 47 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: -6 Location: 0.15 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 48 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 16 Location: 0.18 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 49 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: -5 Location: 0.13 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 51 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: -4 Location: 0.10 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 52 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.61 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 53 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.58 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 54 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.53 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 55 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: -2 Location: 0.05 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 56 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 17 Location: 0.20 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 57 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: -1 Location: 0.03 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 58 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: -3 Location: 0.08 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 59 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 18 Location: 0.23 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 60 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 24 Location: 0.38 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 61 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.66 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 62 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.63 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 64 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.04 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 65 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.45 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 66 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 20 Location: 0.28 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 67 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.43 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 68 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.47 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 69 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 70 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 71 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 72 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 73 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 74 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 76 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 78 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 80 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 81 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 82 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 84 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 86 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 87 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 89 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 90 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 91 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 92 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 93 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 94 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 95 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 96 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 97 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 98 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 100 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 101 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 102 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 103 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 104 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 105 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 106 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 107 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 108 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 109 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 110 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 111 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 112 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 113 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 114 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 115 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 116 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 117 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 118 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 119 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 120 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 121 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 122 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 123 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 124 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 125 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 126 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 127 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 128 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 129 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 130 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | 179. STEEL TAKE OFF ALL
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STEEL TAKE-OFF -------------PROFILE ST ST ST ST LD
LENGTH(METE)
TUB E TUB1001006 TUB1501506 TUB49494.5 ISA75X75X6
WEIGHT(KN
)
57.00 72.83 83.56 13.43 100.17
20.387 12.085 21.568 0.773 13.328 ---------------TOTAL = 68.140
************ END OF DATA FROM INTERNAL STORAGE ************
180. FINISH
*********** END OF THE STAAD.Pro RUN *********** **** DATE= MAR 16,2019
TIME=
8:19:30 ****
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************************************************************ * For technical assistance on STAAD.Pro, please visit * * http://selectservices.bentley.com/en-US/ * * * * Details about additional assistance from * * Bentley and Partners can be found at program menu * * Help->Technical Support * * * * Copyright (c) 1997-2016 Bentley Systems, Inc. * * http://www.bentley.com * ************************************************************
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1
**************************************************** * * * STAAD.Pro V8i SELECTseries6/Academic * * Version 20.07.11.70 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= MAR 16, 2019 * * Time= 8:19:29 * * * * USER ID: * ****************************************************
1. STAAD SPACE INPUT FILE: E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019.. .STD 2. START JOB INFORMATION 3. ENGINEER DATE 15-MAR-19 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 5.53 0 0; 3 11.015 0 0; 4 0 0 4.8; 5 5.53 0 4.8; 6 11.015 0 4.8 9. 7 0 3 0; 8 5.53 3 0; 9 11.015 3 0; 10 0 3 4.8; 11 5.53 3 4.8; 12 11.015 3 4.8 10. 13 0 6 0; 14 5.53 6 0; 15 11.015 6 0; 16 0 6 4.8; 17 5.53 6 4.8 11. 18 11.015 6 4.8; 19 0 9.5 0; 20 0 9.5 4.8; 21 5.53 9.5 0; 22 5.53 9.5 4.8 12. 23 11.015 9.5 0; 24 11.015 9.5 4.8; 25 0 6 2.125; 26 5.53 6 2.125 13. 27 1.125 6 4.8; 28 1.125 6 2.125; 29 4.925 6 4.8; 30 4.925 6 2.125 14. 31 1.595 6 2.125; 32 1.595 6 0; 33 4.925 6 0; 34 11.015 6 2.125; 35 6.13 6 4.8 15. 36 6.13 6 2.125; 37 9.93 6 4.8; 38 9.93 6 2.125; 39 6.595 6 2.125 16. 40 6.595 6 0; 41 9.93 6 0; 42 0 4.405 0; 43 5.53 4.935 0; 44 11.015 4.915 0 17. 45 1.125 9.5 4.8; 46 5.53 9.5 2.125; 47 0 9.5 2.125; 48 1.595 9.5 0 18. 49 6.595 9.5 0; 50 11.015 9.5 2.125; 51 6.13 9.5 4.8; 52 1.125 9.5 2.125 19. 53 4.925 9.5 4.8; 54 1.595 9.5 2.125; 55 4.925 9.5 2.125; 56 4.925 9.5 0 20. 57 6.13 9.5 2.125; 58 9.93 9.5 4.8; 59 6.595 9.5 2.125; 60 9.93 9.5 2.125 21. 61 9.93 9.5 0; 62 0 7.905 0; 63 5.53 8.435 0; 64 11.015 7.915 0 22. MEMBER INCIDENCES 23. 1 1 7; 2 7 42; 3 4 10; 4 10 16; 5 2 8; 6 8 43; 7 5 11; 8 11 17; 9 3 9; 10 9 44 24. 11 6 12; 12 12 18; 13 10 7; 14 10 11; 15 11 8; 16 7 8; 17 8 9; 18 11 12 25. 19 12 9; 20 16 27; 21 17 26; 22 16 25; 23 13 32; 24 14 40; 25 18 34; 26 17 35 26. 27 13 62; 28 16 20; 29 14 63; 30 17 22; 31 15 64; 32 18 24; 33 20 45; 34 22 46 27. 35 20 47; 38 24 50; 39 22 51; 40 25 13; 41 26 14; 42 25 28; 43 27 29; 44 28 31 28. 45 27 28; 46 29 17; 47 30 26; 48 29 30; 49 31 30; 51 31 32; 52 33 14; 53 30 33 29. 54 34 15; 55 26 36; 56 35 37; 57 36 39; 58 35 36; 59 37 18; 60 38 34; 61 37 38 30. 62 39 38; 64 39 40; 65 41 15; 66 38 41; 67 42 13; 68 42 32; 69 43 14; 70 43 40 31. 71 43 33; 72 44 15; 73 41 44; 74 45 53; 76 46 21; 78 47 19; 80 19 48; 81 21 49 32. 82 50 23; 84 51 58; 86 47 52; 87 53 22; 89 52 54; 90 45 52; 91 55 46; 92 53 55 33. 93 54 55; 94 54 48; 95 56 21; 96 55 56; 97 46 57; 98 58 24; 100 57 59 34. 101 51 57; 102 60 50; 103 58 60; 104 59 60; 105 59 49; 106 61 23; 107 60 61 35. 108 62 19; 109 62 48; 110 63 21; 111 63 49; 112 63 56; 113 64 23; 114 64 61 36. 115 10 17; 116 11 18; 117 12 17; 118 11 16; 119 16 22; 120 17 20; 121 17 24 37. 122 18 22; 123 20 46; 124 22 47; 125 22 50; 126 24 46; 127 16 26; 128 17 25 38. 129 17 34; 130 18 26
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39. DEFINE MATERIAL START 40. ISOTROPIC STEEL 41. E 2.05E+008 42. POISSON 0.3 43. DENSITY 76.8195 44. ALPHA 1.2E-005 45. DAMP 0.03 46. TYPE STEEL 47. STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2 48. END DEFINE MATERIAL 49. MEMBER PROPERTY INDIAN 50. 20 TO 22 25 26 33 TO 35 38 TO 44 46 47 49 54 TO 57 59 60 62 74 76 78 82 84 51. 86 87 89 TO 93 97 98 100 TO 104 TABLE ST TUB1501506 52. 13 TO 19 23 24 45 48 51 TO 53 58 61 64 TO 66 80 81 94 TO 96 105 TO 106 53. 107 TABLE ST TUB1001006 54. 68 70 71 73 109 111 112 114 TABLE ST TUB49494.5 55. 115 TO 130 TABLE LD ISA75X75X6 56. 1 TO 12 27 TO 32 67 69 72 108 110 113 TABLE ST TUBE TH 0.006 WT 0.2 DT 0.2 57. CONSTANTS 58. MATERIAL STEEL ALL 59. SUPPORTS 60. 1 TO 6 PINNED 61. MEMBER TRUSS 62. 68 70 71 73 109 111 112 114 TO 130 63. DEFINE 1893 LOAD 64. ZONE 0.16 RF 5 I 1 SS 2 ST 2 DM 0.05 65. *DEAD LOAD 66. SELFWEIGHT 1 67. ONEWAY LOAD **WARNING** about Floor/OneWay Loads/Weights. Please note that depending on the shape of the floor you may have to break up the FLOOR/ONEWAY LOAD into multiple commands. For details please refer to Technical Reference Manual Section 5.32.4.2 Note d and/or "5.32.4.3 Note f. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85.
YRANGE 5.95 9.55 YRANGE 5.95 9.55 YRANGE 5.95 9.55 FLOOR WEIGHT YRANGE 5.95 9.55 YRANGE 5.95 9.55 *LIVE LOAD ONEWAY LOAD YRANGE 5.95 9.55 YRANGE 5.95 9.55 YRANGE 5.95 9.55 FLOOR WEIGHT YRANGE 5.95 6.05 YRANGE 9.45 9.55 YRANGE 5.95 6.05 YRANGE 9.45 9.55 LOAD 1 SEISMIC X 1893 LOAD X 1
ONE 1 XRANGE 0 11.015 ZRANGE 0 4.8 ONE -1 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 ONE -1 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 FLOAD 1 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 GY FLOAD 1 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 GY
ONE 2 XRANGE 0 11.015 ZRANGE 0 4.8 ONE -2 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 ONE -2 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 FLOAD FLOAD FLOAD FLOAD
2 5 2 5
XRANGE XRANGE XRANGE XRANGE
1.125 4.925 ZRANGE 2.125 4.8 GY 1.125 4.925 ZRANGE 2.125 4.8 GY 6.13 9.93 ZRANGE 2.125 4.8 GY 6.13 9.93 ZRANGE 2.125 4.8 GY
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-- PAGE NO.
3
86. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S ----------------------------------NUMBER OF JOINTS NUMBER OF PLATES NUMBER OF SURFACES
64 0 0
NUMBER OF MEMBERS NUMBER OF SOLIDS NUMBER OF SUPPORTS
119 0 6
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER ORIGINAL/FINAL BAND-WIDTH= 49/ 18/ 114 DOF TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = TOTAL LOAD COMBINATION CASES = 0 SO FAR. SIZE OF STIFFNESS MATRIX = 42 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.6/ 475156.7 MB
366
********************************************************* * UNITS - KN METE * * TIME PERIOD FOR X 1893 LOADING = 0.45995 SEC * * SA/G PER 1893= 2.500, LOAD FACTOR= 1.000 * * VB PER 1893= 0.0400 X 428.55= 17.14 KN * * * *********************************************************
87. 88. 89. 90.
CHANGE LOAD 2 SEISMIC -X 1893 LOAD X -1. PERFORM ANALYSIS
********************************************************* * UNITS - KN METE * * TIME PERIOD FOR X 1893 LOADING = 0.45995 SEC * * SA/G PER 1893= 2.500, LOAD FACTOR=-1.000 * * VB PER 1893= 0.0400 X 428.55= -17.14 KN * * * *********************************************************
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91. 92. 93. 94.
-- PAGE NO.
4
CHANGE LOAD 3 SEISMIC Z 1893 LOAD Z 1 PERFORM ANALYSIS
********************************************************* * UNITS - KN METE * * TIME PERIOD FOR Z 1893 LOADING = 0.45995 SEC * * SA/G PER 1893= 2.500, LOAD FACTOR= 1.000 * * VB PER 1893= 0.0400 X 428.55= 17.14 KN * * * *********************************************************
95. 96. 97. 98.
CHANGE LOAD 4 SEISMIC -Z 1893 LOAD Z -1. PERFORM ANALYSIS
********************************************************* * UNITS - KN METE * * TIME PERIOD FOR Z 1893 LOADING = 0.45995 SEC * * SA/G PER 1893= 2.500, LOAD FACTOR=-1.000 * * VB PER 1893= 0.0400 X 428.55= -17.14 KN * * * *********************************************************
99. 100. 101. 102. 103. 104. 105. 106.
CHANGE LOAD 5 LOADTYPE DEAD TITLE DL SELFWEIGHT Y -1 ONEWAY LOAD YRANGE 5.95 9.55 ONE -1 XRANGE 0 11.015 ZRANGE 0 4.8 GY YRANGE 5.95 9.55 ONE 1 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 GY YRANGE 5.95 9.55 ONE 1 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 GY FLOOR LOAD
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 150. 151. 152. 153.
-- PAGE NO.
5
YRANGE 5.95 9.55 FLOAD -1 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 GY YRANGE 5.95 9.55 FLOAD -1 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 GY LOAD 6 LOADTYPE LIVE TITLE LL ONEWAY LOAD YRANGE 5.95 9.55 ONE -2 XRANGE 0 11.015 ZRANGE 0 4.8 GY YRANGE 5.95 9.55 ONE 2 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 GY YRANGE 5.95 9.55 ONE 2 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 GY FLOOR LOAD YRANGE 5.95 6.05 FLOAD -2 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 GY YRANGE 9.45 9.55 FLOAD -5 XRANGE 1.125 4.925 ZRANGE 2.125 4.8 GY YRANGE 5.95 6.05 FLOAD -2 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 GY YRANGE 9.45 9.55 FLOAD -5 XRANGE 6.13 9.93 ZRANGE 2.125 4.8 GY *LOAD COMB 7 COMBINATION LOAD CASE 7 *5 1.5 6 1.5 *LOAD COMB 8 COMBINATION LOAD CASE 8 *5 1.2 6 1.2 1 1.2 *LOAD COMB 9 COMBINATION LOAD CASE 9 *5 1.2 6 1.2 2 1.2 *LOAD COMB 10 COMBINATION LOAD CASE 10 *5 1.2 6 1.2 3 1.2 *LOAD COMB 11 COMBINATION LOAD CASE 11 *5 1.2 6 1.2 4 1.2 *LOAD COMB 12 COMBINATION LOAD CASE 12 *5 0.9 1 1.5 *LOAD COMB 13 COMBINATION LOAD CASE 13 *5 0.9 2 1.5 *LOAD COMB 14 COMBINATION LOAD CASE 14 *5 0.9 3 1.5 *LOAD COMB 15 COMBINATION LOAD CASE 15 *5 0.9 4 1.5 LOAD COMB 16 COMBINATION LOAD CASE 16 5 1.0 6 1.0 LOAD COMB 17 COMBINATION LOAD CASE 17 5 1.0 6 0.8 1 0.8 LOAD COMB 18 COMBINATION LOAD CASE 18 5 1.0 6 0.8 2 0.8 LOAD COMB 19 COMBINATION LOAD CASE 19 5 1.0 6 0.8 3 0.8 LOAD COMB 20 COMBINATION LOAD CASE 20 5 1.0 6 0.8 4 0.8 LOAD COMB 21 COMBINATION LOAD CASE 21 5 1.0 1 1.0 LOAD COMB 22 COMBINATION LOAD CASE 22 5 1.0 2 1.0 LOAD COMB 23 COMBINATION LOAD CASE 23 5 1.0 3 1.0 LOAD COMB 24 COMBINATION LOAD CASE 24
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-- PAGE NO.
6
154. 5 1.0 4 1.0 155. PERFORM ANALYSIS PRINT ALL
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LOADING 5 -----------
-- PAGE NO.
LOADTYPE DEAD
SELFWEIGHT
Y
TITLE DL
-1.000
ACTUAL WEIGHT OF THE STRUCTURE =
MEMBER LOAD - UNIT KN MEMBER 76 105 76 96 78 94 82 107 51 40 64 41 41 53 54 66
UDL -0.5325 -0.5325 -0.3025 -0.3025 -0.7975 -0.7975 -0.5425 -0.5425 -0.7975 -0.7975 -0.5325 -0.5325 -0.3025 -0.3025 -0.5425 -0.5425
MEMBER 74 93 89 43 49 44
UDL 1.3375 1.3375 1.3375 1.3375 1.3375 1.3375
GY GY GY GY GY GY
84 104 100 56 62 57
UDL 1.3375 1.3375 1.3375 1.3375 1.3375 1.3375
L
LIN1
LIN2
CON
L
LIN1
LIN2
CON
L
LIN1
LIN2
2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12
L2
0.00 0.00 0.00 0.00 0.00 0.00
3.80 3.33 0.47 3.80 3.33 0.47
METE
L1 GY GY GY GY GY GY
CON
METE
L1
MEMBER LOAD - UNIT KN MEMBER
L2
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
MEMBER LOAD - UNIT KN
68.140 KN
METE
L1 GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
7
0.00 0.00 0.00 0.00 0.00 0.00
L2 3.80 3.34 0.46 3.80 3.34 0.46
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-- PAGE NO.
MEMBER LOAD - UNIT KN MEMBER 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93
UDL
-1.3375 GY
-1.3375 GY
8
METE
L1
1.34
0.87
L2
CON
-0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 2.46 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0568 -0.0686 -0.0804 -0.0921 -0.1039 -0.1156 -0.1274 -0.1392 1.99 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140
L GY GY GY GY GY GY GY GY
0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06 0.16 0.27 0.38 0.49 0.60 0.71 0.81
GY GY GY GY GY GY GY GY
2.07 2.24 2.41 2.57 2.74 2.91 3.07 3.22
LIN1
LIN2
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 89 89 89 89 89 89 89 89 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48
-1.3375 GY
-- PAGE NO.
1.34
-0.0017 -0.0052 -0.0086 -0.0121 -0.0155 -0.0190 -0.0224 -0.0259 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 2.46 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
0.04 0.09 0.15 0.21 0.27 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41
9
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 48 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 44 44 44 44 44 44 44 44 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45
-1.3375 GY
-- PAGE NO.
0.87
MEMBER LOAD - UNIT KN MEMBER 84 84 84 84 84 84 84 84
UDL
-0.0140 -0.0568 -0.0686 -0.0804 -0.0921 -0.1039 -0.1156 -0.1274 -0.1392 1.99 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0017 -0.0052 -0.0086 -0.0121 -0.0155 -0.0190 -0.0224 -0.0259 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140
L1
GY GY GY GY GY GY GY GY GY
2.56 0.06 0.16 0.27 0.38 0.49 0.60 0.71 0.81
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.07 2.24 2.41 2.57 2.74 2.91 3.07 3.22 0.04 0.09 0.15 0.21 0.27 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56
10
METE L2
CON -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096
L GY GY GY GY GY GY GY GY
LIN1
LIN2
0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 84 84 84 84 84 84 84 84 84 103 103 103 103 103 103 103 103 103 103 103 103 103 103 103 103 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 100 100 100 100 100 100 100 100 101 101 101 101 101 101
-1.3375 GY
-1.3375 GY
-- PAGE NO. 1.34
0.87
2.46 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0567 -0.0686 -0.0805 -0.0923 -0.1042 -0.1161 -0.1280 -0.1399 2.00 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0017 -0.0051 -0.0084 -0.0118 -0.0152 -0.0186 -0.0220 -0.0253 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06 0.17 0.27 0.38 0.49 0.60 0.71 0.82
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.08 2.25 2.41 2.58 2.75 2.91 3.07 3.22 0.04 0.09 0.15 0.20 0.26 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92
11
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 101 101 101 101 101 101 101 101 101 101 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 62 62 62 62 62 62 62 62 62 62 62 62 62
-1.3375 GY
-1.3375 GY
-- PAGE NO.
1.34
0.87
-0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 2.46 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140 -0.0567 -0.0686 -0.0805 -0.0923 -0.1042 -0.1161 -0.1280 -0.1399 2.00 -0.2096 -0.1817 -0.1537 -0.1258
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06 0.17 0.27 0.38 0.49 0.60 0.71 0.82
GY GY GY GY
2.08 2.25 2.41 2.58
12
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-- PAGE NO.
62 62 62 62 57 57 57 57 57 57 57 57 58 58 58 58 58 58 58 58 58 58 58 58 58 58 58 58
-0.0978 -0.0699 -0.0419 -0.0140 -0.0017 -0.0051 -0.0084 -0.0118 -0.0152 -0.0186 -0.0220 -0.0253 -0.0140 -0.0419 -0.0699 -0.0978 -0.1258 -0.1537 -0.1817 -0.2096 -0.2096 -0.1817 -0.1537 -0.1258 -0.0978 -0.0699 -0.0419 -0.0140
LOADING 6 -----------
LOADTYPE LIVE
MEMBER LOAD - UNIT KN MEMBER 76 105 76 96 78 94 82 107 51 40 64 41 41 53 54 66
UDL -1.0650 -1.0650 -0.6050 -0.6050 -1.5950 -1.5950 -1.0850 -1.0850 -1.5950 -1.5950 -1.0650 -1.0650 -0.6050 -0.6050 -1.0850 -1.0850
2.75 2.91 3.07 3.22 0.04 0.09 0.15 0.20 0.26 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56
TITLE LL
METE
L1 GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
13
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
L2
CON
L
LIN1
LIN2
2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12 2.12
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
MEMBER LOAD - UNIT KN MEMBER 74 93 89 43 49 44
UDL 2.6750 2.6750 2.6750 2.6750 2.6750 2.6750
84 104 100 56 62 57
UDL 2.6750 2.6750 2.6750 2.6750 2.6750 2.6750
GY GY GY GY GY GY
43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 48 48 48 48 48 48 48 48 48
UDL
-2.6750 GY
CON
L
LIN1
LIN2
CON
L
LIN1
LIN2
CON
L
LIN1
LIN2
3.80 3.33 0.47 3.80 3.33 0.47
METE
L1
L2
0.00 0.00 0.00 0.00 0.00 0.00
MEMBER LOAD - UNIT KN MEMBER
L2
0.00 0.00 0.00 0.00 0.00 0.00
MEMBER LOAD - UNIT KN MEMBER
METE
L1 GY GY GY GY GY GY
14
3.80 3.34 0.46 3.80 3.34 0.46
METE
L1
1.34
L2
-0.0280 -0.0839 -0.1398 -0.1957 -0.2516 -0.3075 -0.3634 -0.4193 2.46 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280 -0.0280 -0.0839 -0.1398 -0.1957 -0.2516 -0.3075 -0.3634 -0.4193 -0.4193
GY GY GY GY GY GY GY GY
0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 48 48 48 48 48 48 48 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 44 44 44 44 44 44 44 44 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45
-2.6750 GY
-- PAGE NO.
0.87
MEMBER LOAD - UNIT KN MEMBER 74 74
UDL
-0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280 -0.1137 -0.1372 -0.1607 -0.1842 -0.2078 -0.2313 -0.2548 -0.2783 1.99 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280 -0.0035 -0.0104 -0.0173 -0.0242 -0.0311 -0.0380 -0.0449 -0.0518 -0.0280 -0.0839 -0.1398 -0.1957 -0.2516 -0.3075 -0.3634 -0.4193 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280
L1
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06 0.16 0.27 0.38 0.49 0.60 0.71 0.81
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.07 2.24 2.41 2.57 2.74 2.91 3.07 3.22 0.04 0.09 0.15 0.21 0.27 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56
15
METE L2
CON -0.0699 GY -0.2096 GY
L
LIN1
LIN2
0.11 0.26
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 74 74 74 74 74 74 74 74 74 74 74 74 74 74 74 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 89 89 89 89 89 89 89 89
-6.6875 GY
-6.6875 GY
-- PAGE NO.
1.34
0.87
-0.3494 -0.4892 -0.6289 -0.7687 -0.9084 -1.0482 2.46 -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699 -0.0699 -0.2096 -0.3494 -0.4892 -0.6289 -0.7687 -0.9084 -1.0482 -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699 -0.2842 -0.3430 -0.4018 -0.4606 -0.5194 -0.5782 -0.6370 -0.6958 1.99 -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699 -0.0086 -0.0259 -0.0431 -0.0604 -0.0777 -0.0949 -0.1122 -0.1294
GY GY GY GY GY GY
0.42 0.59 0.76 0.92 1.09 1.26
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06 0.16 0.27 0.38 0.49 0.60 0.71 0.81
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.07 2.24 2.41 2.57 2.74 2.91 3.07 3.22 0.04 0.09 0.15 0.21 0.27 0.32 0.38 0.44
16
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-- PAGE NO.
90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90
-0.0699 -0.2096 -0.3494 -0.4892 -0.6289 -0.7687 -0.9084 -1.0482 -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699
MEMBER LOAD - UNIT KN MEMBER 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 61 62
UDL
-2.6750 GY
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
17
0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56
METE
L1
1.34
L2
CON
-0.0280 -0.0839 -0.1398 -0.1957 -0.2516 -0.3075 -0.3634 -0.4193 2.46 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280 -0.0280 -0.0839 -0.1398 -0.1957 -0.2516 -0.3075 -0.3634 -0.4193 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280 -0.1133
L GY GY GY GY GY GY GY GY
0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.54 2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06
LIN1
LIN2
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 57 57 57 57 57 57 57 57 58 58 58 58 58 58 58 58 58 58 58 58 58 58 58 58
-2.6750 GY
-- PAGE NO.
0.87
MEMBER LOAD - UNIT KN MEMBER 84 84 84 84 84 84 84 84 84 84
UDL
-6.6875 GY
-0.1371 -0.1609 -0.1847 -0.2085 -0.2323 -0.2561 -0.2798 2.00 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280 -0.0034 -0.0101 -0.0169 -0.0236 -0.0304 -0.0372 -0.0439 -0.0507 -0.0280 -0.0839 -0.1398 -0.1957 -0.2516 -0.3075 -0.3634 -0.4193 -0.4193 -0.3634 -0.3075 -0.2516 -0.1957 -0.1398 -0.0839 -0.0280
GY GY GY GY GY GY GY
0.17 0.27 0.38 0.49 0.60 0.71 0.82
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.08 2.25 2.41 2.58 2.75 2.91 3.07 3.22 0.04 0.09 0.15 0.20 0.26 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56
18
METE
L1
1.34
L2
CON
-0.0699 -0.2096 -0.3494 -0.4892 -0.6289 -0.7687 -0.9084 -1.0482 2.46 -1.0482
L GY GY GY GY GY GY GY GY
0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
GY
2.54
LIN1
LIN2
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 84 84 84 84 84 84 84 103 103 103 103 103 103 103 103 103 103 103 103 103 103 103 103 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 104 100 100 100 100 100 100 100 100 101 101 101 101 101 101 101 101
-6.6875 GY
-- PAGE NO.
0.87
-0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699 -0.0699 -0.2096 -0.3494 -0.4892 -0.6289 -0.7687 -0.9084 -1.0482 -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699 -0.2833 -0.3428 -0.4023 -0.4617 -0.5212 -0.5807 -0.6401 -0.6996 2.00 -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699 -0.0084 -0.0253 -0.0422 -0.0591 -0.0760 -0.0929 -0.1098 -0.1267 -0.0699 -0.2096 -0.3494 -0.4892 -0.6289 -0.7687 -0.9084 -1.0482
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.71 2.88 3.04 3.21 3.38 3.54 3.69 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26 1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56 0.06 0.17 0.27 0.38 0.49 0.60 0.71 0.82
GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY GY
2.08 2.25 2.41 2.58 2.75 2.91 3.07 3.22 0.04 0.09 0.15 0.20 0.26 0.32 0.38 0.44 0.11 0.26 0.42 0.59 0.76 0.92 1.09 1.26
19
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Saturday, March 16, 2019, 08:19 AM STAAD SPACE 101 101 101 101 101 101 101 101
FOR LOADING 5 APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y 1 0.00000E+00-5.36507E-01 2 0.00000E+00-5.36507E-01 3 0.00000E+00-5.36507E-01 4 0.00000E+00-5.36507E-01 5 0.00000E+00-5.36507E-01 6 0.00000E+00-5.36507E-01 7 0.00000E+00-1.64480E+00 8 0.00000E+00-2.19465E+00 9 0.00000E+00-1.73227E+00 10 3.69620E-09-2.34858E+00 11-1.06335E-08-3.21955E+00 12 6.93728E-09-2.34222E+00 13 0.00000E+00-1.87984E+00 14 0.00000E+00-1.92591E+00 15 0.00000E+00-1.47718E+00 16 4.33728E-09-2.91543E+00 17 1.65300E-08-4.18049E+00 18-2.08672E-08-2.90242E+00 19 0.00000E+00-1.53916E+00 20-8.03348E-09-1.96039E+00 21 0.00000E+00-1.49044E+00 22-5.89647E-09-2.80954E+00 23 0.00000E+00-1.22412E+00 24 1.39299E-08-1.95001E+00 25 0.00000E+00-2.02067E+00 26 0.00000E+00-2.47682E+00 27 0.00000E+00-8.57536E-01 28 0.00000E+00-1.04091E+00 29 0.00000E+00-7.90426E-01 30 0.00000E+00-1.27671E+00 31 0.00000E+00-8.51698E-01 32 9.58281E-10-1.22087E+00 33 2.14649E-10-5.83139E-01 34 0.00000E+00-1.74188E+00 35 0.00000E+00-7.89781E-01 36 0.00000E+00-9.75153E-01 37 0.00000E+00-8.52373E-01 38 0.00000E+00-1.59391E+00 39 0.00000E+00-5.67881E-01 40 2.02558E-09-8.73770E-01 41-5.60902E-10-8.86868E-01 42 9.58281E-10-6.01400E-01 43 2.24023E-09-6.15075E-01
-- PAGE NO. -1.0482 -0.9084 -0.7687 -0.6289 -0.4892 -0.3494 -0.2096 -0.0699
GY GY GY GY GY GY GY GY
20
1.42 1.59 1.75 1.92 2.09 2.25 2.41 2.56
FORCE-Z MOM-X 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 3.18586E-01 0.00000E+00 3.18586E-01 0.00000E+00 3.18586E-01 0.00000E+00-3.18586E-01 0.00000E+00-3.18586E-01 0.00000E+00-3.18586E-01 0.00000E+00 3.97229E-01 0.00000E+00 4.11341E-01 0.00000E+00 3.01272E-01 0.00000E+00-1.53914E-01 0.00000E+00-1.53914E-01 0.00000E+00-1.53914E-01 0.00000E+00 3.97229E-01 0.00000E+00-1.53914E-01 0.00000E+00 4.11341E-01 0.00000E+00-1.53914E-01 0.00000E+00 3.01272E-01 0.00000E+00-1.53914E-01 0.00000E+00-2.43316E-01 0.00000E+00-2.57427E-01 0.00000E+00-5.98187E-01 0.00000E+00 5.98186E-01 0.00000E+00-5.98187E-01 0.00000E+00 4.21915E-01 0.00000E+00-3.62541E-01 0.00000E+00 3.62541E-01 0.00000E+00 1.76271E-01 0.00000E+00-1.47359E-01 0.00000E+00-5.98187E-01 0.00000E+00 5.98186E-01 0.00000E+00-5.98187E-01 0.00000E+00 3.31603E-01 0.00000E+00-2.62821E-01 0.00000E+00 2.62821E-01 0.00000E+00 2.66584E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
MOM-Y MOM-Z 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-4.22858E-01 0.00000E+00 6.85402E-03 0.00000E+00 4.16004E-01 0.00000E+00-4.22858E-01 0.00000E+00 6.85402E-03 0.00000E+00 4.16004E-01 0.00000E+00-3.51775E-02 0.00000E+00-1.06223E-02 0.00000E+00 1.62781E-02 0.00000E+00-2.72229E-02 0.00000E+00 1.29596E-04 0.00000E+00 2.53215E-02 0.00000E+00-3.51775E-02 0.00000E+00-2.72229E-02 0.00000E+00-1.06223E-02 0.00000E+00 1.29596E-04 0.00000E+00 1.62781E-02 0.00000E+00 2.53215E-02 0.00000E+00-2.72229E-02 0.00000E+00 1.29596E-04 0.00000E+00 4.46815E-02 0.00000E+00 4.36325E-02 0.00000E+00-2.53319E-02 0.00000E+00-3.86090E-02 0.00000E+00-1.09902E-01 0.00000E+00 3.51775E-02 0.00000E+00-5.06121E-03 0.00000E+00 2.53215E-02 0.00000E+00 2.52021E-02 0.00000E+00 2.38418E-02 0.00000E+00-4.27805E-02 0.00000E+00-5.57743E-02 0.00000E+00-1.09096E-01 0.00000E+00 1.56835E-02 0.00000E+00-1.62781E-02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
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-- PAGE NO.
APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y 44-5.60902E-10-5.80651E-01 45 0.00000E+00-9.80831E-01 46 0.00000E+00-2.47682E+00 47 0.00000E+00-2.02067E+00 48-1.06730E-09-1.22087E+00 49 2.02558E-09-8.73770E-01 50 0.00000E+00-1.74188E+00 51 0.00000E+00-9.13076E-01 52 0.00000E+00-1.16420E+00 53 0.00000E+00-9.13721E-01 54 0.00000E+00-8.51698E-01 55 0.00000E+00-1.40000E+00 56 2.14649E-10-5.83139E-01 57 0.00000E+00-1.09845E+00 58 0.00000E+00-9.75669E-01 59 0.00000E+00-5.67881E-01 60 0.00000E+00-1.71721E+00 61-3.11995E-10-8.97983E-01 62-1.06730E-09-6.90818E-01 63 2.24023E-09-7.04493E-01 64-3.11995E-10-6.81184E-01
FORCE-Z MOM-X 0.00000E+00 0.00000E+00 0.00000E+00-6.53156E-01 0.00000E+00-2.57427E-01 0.00000E+00-2.43316E-01 0.00000E+00 3.62541E-01 0.00000E+00 2.62821E-01 0.00000E+00-1.47359E-01 0.00000E+00-6.53156E-01 0.00000E+00 6.53156E-01 0.00000E+00-6.53156E-01 0.00000E+00-3.62541E-01 0.00000E+00 4.76884E-01 0.00000E+00 1.76271E-01 0.00000E+00 6.53156E-01 0.00000E+00-6.53156E-01 0.00000E+00-2.62821E-01 0.00000E+00 3.86572E-01 0.00000E+00 2.66584E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
21
MOM-Y MOM-Z 0.00000E+00 0.00000E+00 0.00000E+00 4.46815E-02 0.00000E+00 1.29596E-04 0.00000E+00-2.72229E-02 0.00000E+00 3.51775E-02 0.00000E+00 1.56835E-02 0.00000E+00 2.53215E-02 0.00000E+00 2.52021E-02 0.00000E+00 4.36325E-02 0.00000E+00-2.53319E-02 0.00000E+00-1.09902E-01 0.00000E+00-3.86090E-02 0.00000E+00-5.06121E-03 0.00000E+00 2.38418E-02 0.00000E+00-4.27805E-02 0.00000E+00-1.09096E-01 0.00000E+00-5.57743E-02 0.00000E+00-1.62781E-02 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00
STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. LOADTYPE DEAD TITLE DL
5
CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = Y = Z = ***TOTAL APPLIED LOAD SUMMATION FORCE-X SUMMATION FORCE-Y SUMMATION FORCE-Z
0.542763865E+01 0.660178644E+01 0.247336426E+01
( KN = = =
METE ) SUMMARY (LOADING 0.00 -86.63 0.00
SUMMATION OF MOMENTS AROUND THE ORIGINMX= 214.26 MY= 0.00 MZ=
***TOTAL REACTION LOAD( KN SUMMATION FORCE-X = SUMMATION FORCE-Y = SUMMATION FORCE-Z =
METE ) SUMMARY (LOADING -0.00 86.63 0.00
SUMMATION OF MOMENTS AROUND THE ORIGINMX= -214.26 MY= -0.00 MZ=
5 )
-470.19
5 )
470.18
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-- PAGE NO.
MAXIMUM DISPLACEMENTS ( MAXIMUMS AT X = 1.21134E-01 Y = -1.94132E-01 Z = 7.99205E-02 RX= 1.07727E-03 RY= -3.18233E-04 RZ= -5.62718E-04
CM /RADIANS) (LOADING NODE 48 54 23 48 19 47
EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KN JT
EXT FX/ INT FX
EXT FY/ INT FY
22
5)
METE )-
EXT FZ/ INT FZ
EXT MX/ INT MX
EXT MY/ INT MY
EXT MZ/ INT MZ SUPPORT=1
1
2
3
4
5
6
0.00 -0.03
-0.54 -12.98
0.00 -0.01
0.00 0.00
0.00 -0.00
0.00 -0.00
111000
0.00 -0.02
-0.54 -16.39
0.00 0.06
0.00 -0.00
0.00 0.00
0.00 -0.00
111000
0.00 -0.05
-0.54 -11.01
0.00 0.03
0.00 -0.00
0.00 -0.00
0.00 -0.00
111000
0.00 -0.01
-0.54 -12.62
0.00 -0.04
0.00 0.00
0.00 -0.00
0.00 -0.00
111000
0.00 0.03
-0.54 -17.22
0.00 -0.05
0.00 0.00
0.00 0.00
0.00 -0.00
111000
0.00 0.08
-0.54 -13.19
0.00 0.01
0.00 0.00
0.00 0.00
0.00 0.00
111000
FOR LOADING 6 APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y 13 0.00000E+00-1.69469E+00 14 0.00000E+00-1.77437E+00 15 0.00000E+00-1.15281E+00 19 0.00000E+00-1.69469E+00 21 0.00000E+00-1.77437E+00 23 0.00000E+00-1.15281E+00 25 0.00000E+00-1.69469E+00 26 0.00000E+00-1.77437E+00 27 0.00000E+00 7.95404E-07 28 0.00000E+00-1.22626E+00 29 0.00000E+00 7.95404E-07 30 0.00000E+00-7.41276E-01 31 0.00000E+00-3.69963E-01 32 0.00000E+00-1.69469E+00 33 0.00000E+00-6.42813E-01 34 0.00000E+00-1.15281E+00 35 0.00000E+00 9.27971E-07 36 0.00000E+00-1.23155E+00 37 0.00000E+00 5.30269E-07 38 0.00000E+00-1.25050E+00 39 0.00000E+00 1.97671E-01 40 0.00000E+00-1.13156E+00 41 0.00000E+00-1.15281E+00 45 0.00000E+00-7.62375E+00
FORCE-Z MOM-X 0.00000E+00 6.00202E-01 0.00000E+00 6.28424E-01 0.00000E+00 4.08287E-01 0.00000E+00 6.00202E-01 0.00000E+00 6.28424E-01 0.00000E+00 4.08287E-01 0.00000E+00-6.00202E-01 0.00000E+00-6.28424E-01 0.00000E+00-9.98484E-01 0.00000E+00 9.98484E-01 0.00000E+00-9.98484E-01 0.00000E+00 7.70821E-01 0.00000E+00-6.00202E-01 0.00000E+00 6.00202E-01 0.00000E+00 2.27663E-01 0.00000E+00-4.08287E-01 0.00000E+00-9.98484E-01 0.00000E+00 9.98484E-01 0.00000E+00-9.98484E-01 0.00000E+00 5.90196E-01 0.00000E+00-4.00762E-01 0.00000E+00 4.00762E-01 0.00000E+00 4.08288E-01 0.00000E+00-2.49621E+00
MOM-Y MOM-Z 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 6.56111E-01 0.00000E+00 4.23221E-02 0.00000E+00-6.56111E-01 0.00000E+00-5.38505E-01 0.00000E+00 2.47725E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 6.56111E-01 0.00000E+00 4.14985E-02 0.00000E+00-6.56111E-01 0.00000E+00-5.39372E-01 0.00000E+00 2.50972E-01 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.18810E+00
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APPLIED JOINT EQUIVALENT LOADS JOINT FORCE-X FORCE-Y 46 0.00000E+00-1.77437E+00 47 0.00000E+00-1.69469E+00 48 0.00000E+00-1.69469E+00 49 0.00000E+00-1.13156E+00 50 0.00000E+00-1.15281E+00 51 0.00000E+00-7.62375E+00 52 0.00000E+00-4.00859E+00 53 0.00000E+00-7.62375E+00 54 0.00000E+00-6.00663E+00 55 0.00000E+00-7.56979E+00 56 0.00000E+00-6.42813E-01 57 0.00000E+00-4.01179E+00 58 0.00000E+00-7.62375E+00 59 0.00000E+00-5.43223E+00 60 0.00000E+00-8.08787E+00 61 0.00000E+00-1.15281E+00
FORCE-Z MOM-X 0.00000E+00-6.28424E-01 0.00000E+00-6.00202E-01 0.00000E+00 6.00202E-01 0.00000E+00 4.00762E-01 0.00000E+00-4.08287E-01 0.00000E+00-2.49621E+00 0.00000E+00 2.49621E+00 0.00000E+00-2.49621E+00 0.00000E+00-6.00202E-01 0.00000E+00 2.26855E+00 0.00000E+00 2.27663E-01 0.00000E+00 2.49621E+00 0.00000E+00-2.49621E+00 0.00000E+00-4.00762E-01 0.00000E+00 2.08792E+00 0.00000E+00 4.08288E-01
23
MOM-Y MOM-Z 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00 0.00000E+00-3.18810E+00 0.00000E+00 3.19418E-02 0.00000E+00 3.18810E+00 0.00000E+00-3.01468E+00 0.00000E+00 2.36159E+00 0.00000E+00 0.00000E+00 0.00000E+00 3.14460E-02 0.00000E+00 3.18810E+00 0.00000E+00-3.01927E+00 0.00000E+00 2.37056E+00 0.00000E+00 0.00000E+00
STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. LOADTYPE LIVE TITLE LL
6
CENTER OF FORCE BASED ON Y FORCES ONLY (METE). (FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = Y = Z = ***TOTAL APPLIED LOAD SUMMATION FORCE-X SUMMATION FORCE-Y SUMMATION FORCE-Z
0.537212424E+01 0.883949632E+01 0.255666617E+01
( KN = = =
METE ) SUMMARY (LOADING 0.00 -97.97 0.00
SUMMATION OF MOMENTS AROUND THE ORIGINMX= 250.46 MY= 0.00 MZ=
***TOTAL REACTION LOAD( KN SUMMATION FORCE-X = SUMMATION FORCE-Y = SUMMATION FORCE-Z =
METE ) SUMMARY (LOADING -0.00 97.97 0.00
SUMMATION OF MOMENTS AROUND THE ORIGINMX= -250.46 MY= -0.00 MZ=
6 )
-526.28
6 )
526.28
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MAXIMUM DISPLACEMENTS ( MAXIMUMS AT X = 2.16670E-01 Y = -7.81642E-01 Z = -1.16505E-01 RX= 3.85518E-03 RY= -5.89768E-04 RZ= -3.26350E-03
CM /RADIANS) (LOADING NODE 48 54 62 48 19 47
EXTERNAL AND INTERNAL JOINT LOAD SUMMARY ( KN JT
EXT FX/ INT FX
EXT FY/ INT FY
24
6)
METE )-
EXT FZ/ INT FZ
EXT MX/ INT MX
EXT MY/ INT MY
EXT MZ/ INT MZ SUPPORT=1
1
2
3
4
5
6
0.00 0.16
0.00 -13.99
0.00 -0.03
0.00 0.00
0.00 -0.00
0.00 -0.00
111000
0.00 -0.03
0.00 -21.31
0.00 -0.04
0.00 0.00
0.00 0.00
0.00 -0.00
111000
0.00 -0.26
0.00 -10.49
0.00 0.02
0.00 0.00
0.00 0.00
0.00 -0.00
111000
0.00 -0.09
0.00 -14.10
0.00 -0.04
0.00 -0.00
0.00 -0.00
0.00 0.00
111000
0.00 0.05
0.00 -23.06
0.00 0.06
0.00 0.00
0.00 0.00
0.00 0.00
111000
0.00 0.17
0.00 -15.02
0.00 0.03
0.00 0.00
0.00 0.00
0.00 -0.00
111000
LOAD COMBINATION NO. 16 COMBINATION LOAD CASE 16 LOADINGFACTOR -
5. 1.00
6. 1.00
LOAD COMBINATION NO. 17 COMBINATION LOAD CASE 17 LOADINGFACTOR -
5. 1.00
6. 0.80
1. 0.80
LOAD COMBINATION NO. 18 COMBINATION LOAD CASE 18 LOADINGFACTOR -
5. 1.00
6. 0.80
2. 0.80
LOAD COMBINATION NO. 19 COMBINATION LOAD CASE 19 LOADINGFACTOR -
5. 1.00
6. 0.80
3. 0.80
LOAD COMBINATION NO. 20 COMBINATION LOAD CASE 20
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LOADINGFACTOR -
5. 1.00
-- PAGE NO.
6. 0.80
25
4. 0.80
LOAD COMBINATION NO. 21 COMBINATION LOAD CASE 21 LOADINGFACTOR -
5. 1.00
1. 1.00
LOAD COMBINATION NO. 22 COMBINATION LOAD CASE 22 LOADINGFACTOR -
5. 1.00
2. 1.00
LOAD COMBINATION NO. 23 COMBINATION LOAD CASE 23 LOADINGFACTOR -
5. 1.00
3. 1.00
LOAD COMBINATION NO. 24 COMBINATION LOAD CASE 24 LOADINGFACTOR -
5. 1.00
4. 1.00
************ END OF DATA FROM INTERNAL STORAGE ************
156. 157. 158. 159. 160. 161. 162. 163. 164. 165. 166. 167. 168. 169. 170. 171. 172. 173. 174. 175. 176. 177. 178.
DEFINE ENVELOPE 16 TO 24 ENVELOPE 1 TYPE SERVICEABILITY END DEFINE ENVELOPE LOAD LIST ENV 1 PARAMETER 1 CODE IS800 LSD BEAM 1 MEMB 13 TO 26 33 TO 35 38 TO 49 51 TO 62 64 TO 66 74 76 78 80 TO 82 84 86 87 89 TO 98 100 TO 107 FU 410000 ALL FYLD 250000 ALL LZ 5.53 MEMB 14 16 TO 18 20 23 24 26 33 39 42 TO 44 46 47 49 52 55 TO 57 59 60 62 65 74 80 81 84 86 87 89 91 93 95 97 98 100 102 104 106 LZ 4.8 MEMB 13 15 19 21 22 25 34 35 38 40 41 45 48 51 53 54 58 61 64 66 76 78 82 90 92 94 96 101 103 105 107 LY 5.53 MEMB 14 16 TO 18 20 23 24 26 33 39 42 TO 44 46 47 49 52 55 TO 57 59 60 62 65 74 80 81 84 86 87 89 91 93 95 97 98 100 102 104 106 LY 4.8 MEMB 13 15 19 21 22 25 34 35 38 40 41 45 48 51 53 54 58 61 64 66 76 78 82 90 92 94 96 101 103 105 107 LZ 3.5 MEMB 1 TO 12 27 TO 32 67 69 72 108 110 113 MAIN 180 MEMB 1 TO 35 38 TO 49 51 TO 62 64 TO 67 69 72 74 76 78 80 TO 82 84 86 87 89 TO 98 100 TO 108 110 113 MAIN 350 MEMB 68 70 71 73 109 111 112 114 TO 130 CHECK CODE ALL
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 1 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.52 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 2 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.55 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 3 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.57 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 4 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.22 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 5 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.24 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 6 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.35 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 7 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.19 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 8 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.27 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 9 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.37 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 10 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.79 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 11 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.84 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 12 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.94 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 13 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.46 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 14 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.69 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 15 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.40 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 16 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.48 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 17 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.51 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 18 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.56 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 19 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 19 Location: 0.25 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 20 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 21 Location: 0.30 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 21 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 23 Location: 0.36 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 22 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 22 Location: 0.33 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 23 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.02 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 24 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.41 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 25 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.74 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 26 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.86 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 27 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.81 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 28 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.17 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 29 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.91 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 30 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.30 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 31 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.14 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 32 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.71 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 33 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.09 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 34 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.97 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 35 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.89 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 38 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.32 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 39 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.99 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 40 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.42 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 41 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.50 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 42 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.07 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 43 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.63 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 44 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.76 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 45 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.12 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 46 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.60 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 47 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: -6 Location: 0.15 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 48 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 16 Location: 0.18 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 49 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: -5 Location: 0.13 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 51 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: -4 Location: 0.10 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 52 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.61 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 53 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.58 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 54 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.53 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 55 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: -2 Location: 0.05 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 56 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 17 Location: 0.20 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 57 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: -1 Location: 0.03 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 58 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: -3 Location: 0.08 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 59 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 18 Location: 0.23 | | Critical Condition: DEFLECTION |
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 60 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 24 Location: 0.38 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 61 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.66 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 62 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.63 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 64 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.04 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 40 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 65 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.45 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 66 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 20 Location: 0.28 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 67 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.43 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 68 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 1.47 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 41 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 69 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 70 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 71 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 72 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 42 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 73 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 74 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 76 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 78 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 43 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 80 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 81 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 82 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 84 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 44 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
45
STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 86 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 87 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 89 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 90 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 45 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
46
STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 91 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 92 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 93 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 94 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 46 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
47
STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 95 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 96 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 97 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 98 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 47 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 100 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 101 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 102 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 103 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 48 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 104 | | Member Section: ST TUB1501506 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 105 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 106 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 107 | | Member Section: ST TUB1001006 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 49 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 108 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 109 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 110 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 111 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 50 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 112 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 113 | | Member Section: ST TUB E (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 114 | | Member Section: ST TUB49494.5 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 115 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 51 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 116 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 117 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 118 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 119 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 52 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 120 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 121 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 122 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 123 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 53 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
54
STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 124 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 125 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 126 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 127 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION |
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 54 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
55
STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1) **************************************************** |----------------------------------------------------------------------------------| | Member Number: 128 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 129 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | |----------------------------------------------------------------------------------| | Member Number: 130 | | Member Section: LD ISA75X75X6 (INDIAN SECTIONS) | | Status: PASS Ratio: 0.000 Critical Load Case: 0 Location: 0.00 | | Critical Condition: DEFLECTION | 179. STEEL TAKE OFF ALL
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 55 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
-- PAGE NO.
56
STEEL TAKE-OFF -------------PROFILE ST ST ST ST LD
LENGTH(METE)
TUB E TUB1001006 TUB1501506 TUB49494.5 ISA75X75X6
WEIGHT(KN
)
57.00 72.83 83.56 13.43 100.17
20.387 12.085 21.568 0.773 13.328 ---------------TOTAL = 68.140
************ END OF DATA FROM INTERNAL STORAGE ************
180. FINISH
*********** END OF THE STAAD.Pro RUN *********** **** DATE= MAR 16,2019
TIME=
8:19:30 ****
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 56 of 57
Saturday, March 16, 2019, 08:19 AM STAAD SPACE
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************************************************************ * For technical assistance on STAAD.Pro, please visit * * http://selectservices.bentley.com/en-US/ * * * * Details about additional assistance from * * Bentley and Partners can be found at program menu * * Help->Technical Support * * * * Copyright (c) 1997-2016 Bentley Systems, Inc. * * http://www.bentley.com * ************************************************************
E:\PROJECTS\TRANSCEND\Projects\Crescon Eng\Structural Design-Fermenters\2NOS 50KL-16032019\2NOS 50KL .anl Page 57 of 57
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