Bar Bending Schedule Of Rcc Cantilever Beam.xlsx
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2 x 20 Ø (Extra)
3 x 16 Ø (Through)
750
BAR BENDIN
###
S#
250 200 1
600 350 325
2
3 x 16 Ø (Through)
8 Ø @ 150 c/c
300
C.C = 25 mm
300
3 x 16 Ø (Through)
2 x 20 Ø (Extra)
250
LECTURED BY: Engr. WASEEM RAJA
600
300
C e h T . w w w
3 x 16 Ø (Through)
l i iv
350
315
280
245
210
175
140
1540
105
70
200
150
n i g n E 4
###
35
3
154
r e e
l i v
4
BAR BENDING SCHEDULE OF CANTILEVER BEAM Bend Description Dia No
Bar Shapes
Deduction
(m)
Cut Weight T.Weight Length (m) (Kg/m) (Kg)
0.200
Bottom Bar 16
3
0.300 0.275
0.064
2.226
1.580
10.554
0.064
2.436
1.580
11.548
0.040
1.535
2.469
7.580
0.096
1.034
0.395
0.408
0.096 0.096 0.096 0.096 0.096 0.096 0.096 0.096 0.096 0.096
0.964 1.104 1.174 1.244 1.314 1.384 1.454 1.524 1.594 1.664
0.395 0.395 0.395 0.395 0.395 0.395 0.395 0.395 0.395 0.395
0.381 0.436 0.464 0.491 0.519 0.547 0.574 0.602 0.630 0.657
1.515
m o c . g n ri 1.750
Top Bar
16
3
0.550
0.200
1.025
Top Extra
i g n E
20
e e n
Ring 2
2
0.550
B=
A
8
1
8 8 8 8 8 8 8 8 8 8
1 1 1 1 1 1 1 1 1 1
0.160
0.235
A Ring 1 Ring 3 Ring 4 Ring 5 Ring 6 Ring 7 Ring 8 Ring 9 Ring 10 Ring 11
Hook
0.25
B
Hook
0.200 0.250
0.160
0.270 0.250
0.160
0.305 0.250
0.160
0.340 0.250
0.160
0.375 0.250
0.160
0.410 0.250
0.160
0.445 0.250
0.160
0.480 0.250
0.160
0.515 0.250
0.160
0.550 0.250
0.160
Total = 35.393 Kg 0.035 Ton
2 x 20 Ø (Extra)
3 x 16 Ø (Through)
750
BAR BENDIN
###
S#
www.TheCivilEngineering.com
250 200
600 350 325 3 x 16 Ø (Through)
8 Ø @ 150 c/c
300
C.C = 25 mm
3 x 16 Ø (Through)
300
2 x 20 Ø (Extra)
250
LECTURED BY: Engr. WASEEM RAJA
600
300
3 x 16 Ø (Through)
150 35
350
1540
200
###
154
54
BAR BENDING SCHEDULE OF CANTILEVER BEAM Bend Description Dia No
Bar Shapes
Deduction
(m)
Cut Weight T.Weight Length (m) (Kg/m) (Kg)
3 x 16 Ø (Through)
750
BAR BENDIN
###
S#
250 200 1
600 350 325
2
3 x 16 Ø (Through)
8 Ø @ 150 c/c
300
C.C = 25 mm
300
3 x 16 Ø (Through)
2 x 20 Ø (Extra)
250
LECTURED BY: Engr. WASEEM RAJA
600
300
C e h T . w w w
3 x 16 Ø (Through)
l i iv
350
315
280
245
210
175
140
1540
105
70
200
150
n i g n E 4
###
35
3
154
r e e
l i v
4
BAR BENDING SCHEDULE OF CANTILEVER BEAM Bend Description Dia No
Bar Shapes
Deduction
(m)
Cut Weight T.Weight Length (m) (Kg/m) (Kg)
0.200
Bottom Bar 16
3
0.300 0.275
0.064
2.226
1.580
10.554
0.064
2.436
1.580
11.548
0.040
1.535
2.469
7.580
0.096
1.034
0.395
0.408
0.096 0.096 0.096 0.096 0.096 0.096 0.096 0.096 0.096 0.096
0.964 1.104 1.174 1.244 1.314 1.384 1.454 1.524 1.594 1.664
0.395 0.395 0.395 0.395 0.395 0.395 0.395 0.395 0.395 0.395
0.381 0.436 0.464 0.491 0.519 0.547 0.574 0.602 0.630 0.657
1.515
m o c . g n ri 1.750
Top Bar
16
3
0.550
0.200
1.025
Top Extra
i g n E
20
e e n
Ring 2
2
0.550
B=
A
8
1
8 8 8 8 8 8 8 8 8 8
1 1 1 1 1 1 1 1 1 1
0.160
0.235
A Ring 1 Ring 3 Ring 4 Ring 5 Ring 6 Ring 7 Ring 8 Ring 9 Ring 10 Ring 11
Hook
0.25
B
Hook
0.200 0.250
0.160
0.270 0.250
0.160
0.305 0.250
0.160
0.340 0.250
0.160
0.375 0.250
0.160
0.410 0.250
0.160
0.445 0.250
0.160
0.480 0.250
0.160
0.515 0.250
0.160
0.550 0.250
0.160
Total = 35.393 Kg 0.035 Ton
2 x 20 Ø (Extra)
3 x 16 Ø (Through)
750
BAR BENDIN
###
S#
www.TheCivilEngineering.com
250 200
600 350 325 3 x 16 Ø (Through)
8 Ø @ 150 c/c
300
C.C = 25 mm
3 x 16 Ø (Through)
300
2 x 20 Ø (Extra)
250
LECTURED BY: Engr. WASEEM RAJA
600
300
3 x 16 Ø (Through)
150 35
350
1540
200
###
154
54
BAR BENDING SCHEDULE OF CANTILEVER BEAM Bend Description Dia No
Bar Shapes
Deduction
(m)
Cut Weight T.Weight Length (m) (Kg/m) (Kg)
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