Bar Bending Schedul.xlsx
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Bar Bending Schedule - RCC Slab 230 mm
6 Dia @ 180 mm C/C
300 mm
8 Dia @ 170
300 mm
mm C/C 230 mm
Designed By: #BOSS
PLAN
For More About Surveying & Civil Engineering Join Us @ www.fb.com/LandSurveyors
4000 230 mm
100 mm
Note: All Input data Cells are in Red Color
2000
230 mm
230 mm
230 mm Ends Cover = 25 Top Cover = 13 Bottom Cover =
Cut Length of Bar 100 - 2 x 13 - 8= 66
2000 + 2 x 230 - 2 x 25 = 2410 mm
Dia
No
Length (m)
2410 + 18 x 8 + 0.414 x 66 = 2581.3 8 4410 + 1 170 = 2.5813 m Length for 27 No Additional each crank = 0.414d
2410 + 1 4000 + 2 x 230 - 2 x 25 6 180 15 No = 4410 mm
4.41 m
Total Length (m)
2.5813 x 27 69.696
4.41 x 15 66.150
Weight in Kg/m
13
Total Weight in K
Pi 8 2 0.3949 x 7860 4 x 1000 0.39489 Kg/m Pi 6 2 0.2221 x 7860 4 x 1000 0.22212 Kg/m Total Weight =
42.215
Bar Bending Schedule of RCC SLAB (Practice Sheet) Cut Length of Bar
Dia
No's
Length of Bar (m) Total Length (m)
Span + 2BW - 2CC [(Span - EC)/ + 18d + 0.414h (Spacing C-C)] +1
Total Length x No
Weight in Kg/m
Total Weight in K
Pi/4 x (d/1000) x 7860
Weight Kg/m x Leng
2
[(Span - EC)/ (Spacing C-C)] +1
Bentup Bars
Straight Bars Total Weight =
b
300 mm
urveyors 100 mm
230 mm mm mm mm Total Weight in Kg
0.3949 x 69.696 27.522 Kg
0.2221 x 66.150 14.693 Kg 42.215 Kg
eet) Total Weight in Kg Weight Kg/m x Length
Kg
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6 Dia @ 180 mm C/C
300 mm
8 Dia @ 170
300 mm
mm C/C 230 mm
Designed By: #BOSS
PLAN
For More About Surveying & Civil Engineering Join Us @ www.fb.com/LandSurveyors
4000 230 mm
100 mm
Note: All Input data Cells are in Red Color
2000
230 mm
230 mm
230 mm Ends Cover = 25 Top Cover = 13 Bottom Cover =
Cut Length of Bar 100 - 2 x 13 - 8= 66
2000 + 2 x 230 - 2 x 25 = 2410 mm
Dia
No
Length (m)
2410 + 18 x 8 + 0.414 x 66 = 2581.3 8 4410 + 1 170 = 2.5813 m Length for 27 No Additional each crank = 0.414d
2410 + 1 4000 + 2 x 230 - 2 x 25 6 180 15 No = 4410 mm
4.41 m
Total Length (m)
2.5813 x 27 69.696
4.41 x 15 66.150
Weight in Kg/m
13
Total Weight in K
Pi 8 2 0.3949 x 7860 4 x 1000 0.39489 Kg/m Pi 6 2 0.2221 x 7860 4 x 1000 0.22212 Kg/m Total Weight =
42.215
Bar Bending Schedule of RCC SLAB (Practice Sheet) Cut Length of Bar
Dia
No's
Length of Bar (m) Total Length (m)
Span + 2BW - 2CC [(Span - EC)/ + 18d + 0.414h (Spacing C-C)] +1
Total Length x No
Weight in Kg/m
Total Weight in K
Pi/4 x (d/1000) x 7860
Weight Kg/m x Leng
2
[(Span - EC)/ (Spacing C-C)] +1
Bentup Bars
Straight Bars Total Weight =
b
300 mm
urveyors 100 mm
230 mm mm mm mm Total Weight in Kg
0.3949 x 69.696 27.522 Kg
0.2221 x 66.150 14.693 Kg 42.215 Kg
eet) Total Weight in Kg Weight Kg/m x Length
Kg
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