BAR BENDING SCHEDULE OF ROOF BEAM

Clear Cover 25 mm SDL­H (a)

Spacing Cutting
Size of beam Unit No of No of TOTAL Total C.L (In
Sl No Description Bar Mark c/c Bar dia length (In Total Wt (In kg)
(In inch) Wt SETS Bars NOS Mtr)
(in mm) mm)
RB 19 & RB20 = 7356 mm
L1 = 3900 mm RB19
L2 = 3803 mm RB20
beam size 250 375 mm
No of sets = 4
7290
Top Bar RB­19­ RB20 350 350 16 1.580 7990 4 2 8 63.92 101.01

7290
Bottom bar RB­19­ RB20 325 325 16 1.580 7940 4 2 8 63.52 100.38

4378
Bottom bar RB20 325 325 16 1.580 5028 4 1 4 20.11 31.78

EXTRA BAR
1510
Top extra Bar RB 19 550 16 1.580 2060 4 1 4 8.24 13.02

Top extra Bar RB­19­ RB20 2943 16 1.580 2943 4 1 4 11.77 18.60

1478
Top extra Bar RB 20 550 16 1.580 2028 4 1 4 8.11 12.82

STIRRUP
200 hook 75

RB­19 325 325 125 8 0.395 1200 4 22 88 26.40 10.43

200 175 8 0.395 1200 4 8 32 9.60 3.79

200 hook 75

RB­20 325 325 125 8 0.395 1200 4 21 84 25.20 9.96

200 175 8 0.395 1200 4 8 32 9.60 3.79

RB 15,16,17 & 18 = 16996 mm Beam Size

L1 = 2177 mm RB15 250 375 mm
L2 = 5353 mm RB16 250 500 mm
L3 = 5404 mm RB17 250 500 mm
L4 = 2161 mm RB18 250 375 mm
No of sets = 2
16930
Top Bar RB­15 to RB­18 350 lapping 800 350 16 1.580 18430 2 3 6 110.58 174.74

12110
Top Bar RB­16­ RB17 726 lapping 800 720.3 16 1.580 14356 2 3 6 86.14 136.12
extra bar RB15 extra bar RB18
12110
Bottom bar RB­16­ RB17 450 lapping 800 450 16 1.580 13810 2 4 8 110.48 174.59

2997
Bottom bar RB15 325 325 16 1.580 3647 2 2 4 14.59 23.05
2981
Bottom bar RB18 325 325 16 1.580 3631 2 2 4 14.52 22.95

STIRRUP
200 hook 75

RB­15 325 325 125 8 0.395 1200 2 13 26 15.60 6.16

200 175 8 0.395 1200 2 5 10 6.00 2.37

200 hook 75

RB­16 450 450 125 8 0.395 1450 2 30 60 43.50 17.19

200 175 8 0.395 1450 2 11 22 15.95 6.30

200 hook 75

RB­17 450 450 125 8 0.395 1450 2 30 60 87.00 34.37

200 175 8 0.395 1450 2 11 22 31.90 12.60

200 hook 75

RB­18 325 325 125 8 0.395 1200 2 13 26 31.20 12.33

200 175 8 0.395 1200 2 5 10 12.00 4.74

 BAR BENDING SCHEDULE OF ROOF BEAM
Clear Cover 25 mm SDL­H (a)
Spacing Cutting
Size of beam Unit No of No of TOTAL Total C.L (In
Sl No Description Bar Mark c/c Bar dia length (In Total Wt (In kg)
(In inch) Wt SETS Bars NOS Mtr)
(in mm) mm)
RB 7,8,9,10,11 = 16996 mm Beam Size
L1 = 2102 mm RB7 250 300 mm
L2 = 3003 mm RB8 250 375 mm
L3 = 4652 mm RB9 250 450 mm
L4 = 3003 mm RB10 250 450 mm
L5 = 2102 mm RB11 250 300 mm
No of sets = 2
16930
Top Bar RB­7 to RB­11 275 lapping 800 275 16 1.580 18280 2 2 4 73.12 115.55

2647
Bottom bar RB­7 250 250 16 1.580 3147 2 2 4 12.59 19.89

3748
Bottom bar RB8 325 325 16 1.580 4398 2 3 6 26.39 41.70
5472
Bottom bar RB9 400 400 16 1.580 6272 2 4 8 50.18 79.29
3748
Bottom bar RB10 400 400 16 1.580 4548 2 3 6 27.29 43.12
2847
Bottom bar RB11 250 250 16 1.580 3347 2 2 4 13.39 21.16
EXTRA BAR
911
Top extra Bar RB 11 475 16 1.580 1386 2 1 2 2.77 4.38

Top extra Bar RB­11­ RB10 2077 16 1.580 2077 2 1 2 4.15 6.56

Top extra Bar RB­10­ RB9 3002 16 1.580 3002 2 3 6 18.01 28.46

Top extra Bar RB­9­ RB8 3002 16 1.580 3002 2 3 6 18.01 28.46

Top extra Bar RB­8­ RB7 2077 16 1.580 2077 2 1 2 4.15 6.56

210
Top extra Bar RB 7 475 16 1.580 685 2 1 2 1.37 2.16

STIRRUP
200 hook 75

RB­7 250 250 125 8 0.395 1050 2 12 24 12.60 4.98

200 175 8 0.395 1050 2 5 10 5.25 2.07

200 hook 75

RB­8 325 325 125 8 0.395 1200 2 17 34 20.40 8.06

200 175 8 0.395 1200 2 7 14 8.40 3.32

200 hook 75

RB­9 400 400 125 8 0.395 1350 2 26 52 70.20 27.73

200 175 8 0.395 1350 2 10 20 27.00 10.67

200 hook 75

RB­10 400 400 125 8 0.395 1350 2 17 34 45.90 18.13

200 175 8 0.395 1350 2 7 14 18.90 7.47

200 hook 75

RB­11 250 250 125 8 0.395 1050 2 12 24 25.20 9.96

200 175 8 0.395 1050 2 5 10 10.50 4.15

 BAR BENDING SCHEDULE OF ROOF BEAM
Clear Cover 25 mm SDL­H (a)
Spacing Cutting
Size of beam Unit No of No of TOTAL Total C.L (In
Sl No Description Bar Mark c/c Bar dia length (In Total Wt (In kg)
(In inch) Wt SETS Bars NOS Mtr)
(in mm) mm)

RB 4 & RB3 = 5977 mm

L1 = 3473 mm RB4
L2 = 1450 mm RB3
beam size 250 375 mm
No of sets = 2
5927
Top Bar RB4­ RB3 350 350 16 1.580 6627 2 2 4 26.51 41.89

5927
Bottom bar RB4­ RB3 325 325 16 1.580 6577 2 2 4 26.31 41.57

EXTRA BAR
1493
Top extra Bar RB 4 550 16 1.580 2043 2 1 2 4.09 6.46

Top extra Bar RB4­ RB3 2016 16 1.580 2016 2 1 2 4.03 6.37

743
Top extra Bar RB 3 550 16 1.580 1293 2 1 2 2.59 4.09

STIRRUP
200 hook 75

RB­4 325 325 125 8 0.395 1200 2 20 40 24.00 9.48

200 175 8 0.395 1200 2 8 16 9.60 3.79

200 hook 75

RB 3 325 325 125 8 0.395 1200 2 9 18 10.80 4.27

200 175 8 0.395 1200 2 4 8 4.80 1.90

RB 1 & RB2 = 5977 mm

L1 = 3473 mm RB1
L2 = 1450 mm RB2
beam size 250 375 mm
No of sets = 2
5927
Top Bar RB2­ RB1 350 350 16 1.580 6627 2 2 4 26.51 41.89

5927
Bottom bar RB2­ RB1 325 325 16 1.580 6577 2 2 4 26.31 41.57

EXTRA BAR
1493
Top extra Bar RB 1 550 16 1.580 2043 2 1 2 4.09 6.46

Top extra Bar RB2­ RB1 2016 16 1.580 2016 2 1 2 4.03 6.37

743
Top extra Bar RB 2 550 16 1.580 1293 2 1 2 2.59 4.09

STIRRUP
200 hook 75

RB 1 325 325 125 8 0.395 1200 2 20 40 24.00 9.48

200 175 8 0.395 1200 2 8 16 9.60 3.79

200 hook 75

RB 2 325 325 125 8 0.395 1200 2 9 18 10.80 4.27

200 175 8 0.395 1200 2 4 8 4.80 1.90

 BAR BENDING SCHEDULE OF ROOF BEAM
Clear Cover 25 mm SDL­H (a)
Spacing Cutting
Size of beam Unit No of No of TOTAL Total C.L (In
Sl No Description Bar Mark c/c Bar dia length (In Total Wt (In kg)
(In inch) Wt SETS Bars NOS Mtr)
(in mm) mm)
RB 21 = 3803 mm
L1 = 3302 mm RB21
beam size 250 375 mm
No of sets = 4
3753
Top Bar RB2­ RB1 350 350 16 1.580 4453 4 2 8 35.62 56.29

3753
Bottom bar RB2­ RB1 325 325 16 1.580 4403 4 3 12 52.84 83.49

EXTRA BAR
1311
Top extra Bar at start 550 16 1.580 1861 4 2 8 14.89 23.53

1311
Top extra Bar at end 550 16 1.580 1861 4 2 8 14.89 23.53

STIRRUP
200 hook 75

RB 24 325 325 125 8 0.395 1200 4 19 76 22.80 9.01

200 175 8 0.395 1200 4 7 28 8.40 3.32

RB 22 = 3803 mm
L1 = 3303 mm RB22
beam size 250 375 mm
No of sets = 4
3753
Top Bar RB2­ RB1 350 350 16 1.580 4453 4 2 8 35.62 56.29

3753
Bottom bar RB2­ RB1 325 325 16 1.580 4403 4 3 12 52.84 83.49

EXTRA BAR
1311
Top extra Bar at start 550 16 1.580 1861 4 1 4 7.44 11.76

STIRRUP
200 hook 75

RB 24 325 325 125 8 0.395 1200 4 10 40 12.00 4.74

200 175 8 0.395 1200 4 14 56 16.80 6.64

RB 22 = 3803 mm
L1 = 3303 mm RB22
beam size 250 375 mm
No of sets = 4
3753
Top Bar 350 350 16 1.580 4453 4 2 8 35.62 56.29

3753
Bottom bar 325 325 16 1.580 4403 4 3 12 52.84 83.49

EXTRA BAR
1311
Top extra Bar at start 550 16 1.580 1861 4 1 4 7.44 11.76

1311
Top extra Bar at end 550 16 1.580 1861 4 1 4 7.44 11.76

STIRRUP
200 hook 75

RB 24 325 325 125 8 0.395 1200 4 10 40 12.00 4.74

200 175 8 0.395 1200 4 14 56 16.80 6.64

 BAR BENDING SCHEDULE OF ROOF BEAM
Clear Cover 25 mm SDL­H (a)
Spacing Cutting
Size of beam Unit No of No of TOTAL Total C.L (In
Sl No Description Bar Mark c/c Bar dia length (In Total Wt (In kg)
(In inch) Wt SETS Bars NOS Mtr)
(in mm) mm)
RB 24 = 3302 mm
L1 = 2802 mm RB21
beam size 250 375 mm
No of sets = 2
3252
Top Bar 350 350 16 1.580 3952 2 2 4 15.81 24.98

3252
Bottom bar 325 325 16 1.580 3902 2 2 4 15.61 24.66

STIRRUP
200 hook 75

RB 1 325 325 150 8 0.395 1200 2 20 40 24.00 9.48

200
RB 25 & RB26 = 5427 mm
L1 = 1624 mm RB25
L2 = 3302 mm RB26
beam size 250 450 mm
No of sets = 2
5361
Top Bar RB 25 ­ RB26 400 400 16 1.580 6161 2 3 6 36.97 58.42

5361
Bottom bar RB 25 ­ RB26 400 400 16 1.580 6161 2 2 4 24.64 38.94

3752
Bottom bar RB26 400 400 16 1.580 4552 2 1 2 9.10 14.39

EXTRA BAR
Top extra Bar RB 25 ­ RB26 1892 16 1.580 1892 2 2 4 7.57 11.96

1311
Top extra Bar RB 26 400 16 1.580 1711 2 2 4 6.84 10.82

STIRRUP
200 hook 75

RB­19 400 400 125 8 0.395 1350 2 10 20 13.50 5.33

200 175 8 0.395 1350 2 4 8 5.40 2.13

200 hook 75

RB­20 400 400 125 8 0.395 1350 2 19 38 25.65 10.13

200 175 8 0.395 1350 2 7 14 9.45 3.73

RB 13 = 2726 mm
L1 = 2226 mm RB22
beam size 250 300 mm
No of sets = 4
2676
Top Bar 275 275 12 0.889 3226 4 3 12 38.71 34.41

2676
Bottom bar 250 250 12 0.889 3176 4 3 12 38.11 33.88

STIRRUP
200 hook 75

RB 24 250 250 150 8 0.395 1050 4 16 64 16.80 6.64

200
 BAR BENDING SCHEDULE OF ROOF BEAM
Clear Cover 25 mm SDL­H (a)
Spacing Cutting
Size of beam Unit No of No of TOTAL Total C.L (In
Sl No Description Bar Mark c/c Bar dia length (In Total Wt (In kg)
(In inch) Wt SETS Bars NOS Mtr)
(in mm) mm)

RB 6 & RB 6 = 5552 mm
L1 = 5052 mm RB6
beam size 125 375 mm
No of sets = 2
5502
Top Bar 325 325 12 0.889 6152 2 2 4 24.61 21.87

5502
Bottom bar 325 325 12 0.889 6152 2 4 8 49.22 43.75

STIRRUP
75 hook 75

RB 24 325 325 150 8 0.395 950 2 35 70 33.25 13.14

75
Staircase landing Beam = 3300 mm
L1 = 3302 mm RB21
beam size 250 375 mm
No of sets = 1
3250
Top Bar 350 350 16 1.580 3950 1 2 2 7.90 12.48

3250
Bottom bar 325 325 16 1.580 3900 1 3 3 11.70 18.49

STIRRUP
200 hook 75

325 325 125 8 0.395 1200 1 19 19 22.80 9.01

200 175 8 0.395 1200 1 7 7 8.40 3.32

Extra for Development lenth (main bar)

250

Top Bar 575 16 1.580 825 20 2 40 33.00 52.15

TOTAL WEIGHT (ROOF BEAM) 2,667.46

SDL­H (b)
CONCEALED BEAM
CB = 2000 mm
beam size 250 100 mm
No of sets = 8
1940
Top Bar 10 0.617 1940 8 2 16 31.04 19.16

1940
Bottom bar 10 0.617 1940 8 3 24 46.56 28.74

STIRRUP
200 hook 75

50 50 150 8 0.395 650 8 13 104 8.45 3.34

200
CB = 1575 mm
beam size 250 100 mm
No of sets = 4
1515
Top Bar 10 0.617 1515 4 2 8 12.12 7.48

1515
Bottom bar 10 0.617 1515 4 3 12 18.18 11.22

STIRRUP
200 hook 75

50 50 150 8 0.395 650 4 11 44 7.15 2.82

200
 BAR BENDING SCHEDULE OF ROOF BEAM
Clear Cover 25 mm SDL­H (a)
Spacing Cutting
Size of beam Unit No of No of TOTAL Total C.L (In
Sl No Description Bar Mark c/c Bar dia length (In Total Wt (In kg)
(In inch) Wt SETS Bars NOS Mtr)
(in mm) mm)

CB = 1276 mm
beam size 250 100 mm
No of sets = 4
1216
Top Bar 10 0.617 1216 4 2 8 9.73 6.00

1216
Bottom bar 10 0.617 1216 4 3 12 14.59 9.01

STIRRUP
200 hook 75

50 50 150 8 0.395 650 4 9 36 5.85 2.31

200
CB = 1830 mm
beam size 250 100 mm
No of sets = 2
1770
Top Bar 10 0.617 1770 2 2 4 7.08 4.37

1770
Bottom bar 10 0.617 1770 2 3 6 10.62 6.56

STIRRUP
200 hook 75

50 50 150 8 0.395 650 2 12 24 7.80 3.08

200

CB1 = 1693 mm
beam size 300 100 mm
No of sets = 4
1633
Top Bar 10 0.617 1633 4 2 8 13.06 8.06

1633
Bottom bar 10 0.617 1633 4 3 12 19.60 12.10

STIRRUP
250 hook 75

50 50 150 8 0.395 750 4 11 44 8.25 3.26

250

TOTAL WEIGHT (IN KG) 127.52

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