Bar Bending Schedule - Rcc Slab New.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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