rasio besi - beton pcu

WIDTH OF BRIDGE = 9.50m, L= 22.578 m, H=1.85 m E DR - 24 ( APPLICATION GIRDER LENGTH 19.90 m < L < 22.60 M ) Section Area (m 2 ) Length (m) nos Volume (m 3 ) A - A 1.3869 1.100 2 3.051180 B - B 2.4925 0.900 2 4.486500 C - C 1.5054 2.239 2 6.741181 D - D 2.1723 0.300 4 2.606760 E - E 1.3384 4.300 3 17.265360 Total 22.578 34.150981 WIDTH OF BRIDGE = 9.50m, L= 24.578 m, H=1.85 m E DR - 30 ( APPLICATION GIRDER LENGTH 22.80 m < L < 25.20 M ) Section Area (m 2 ) Length (m) nos Volume (m 3 ) A - A 1.3869 1.100 2 3.051180 B - B 2.4925 0.900 2 4.486500 1.4983 2.345 2 1.3384 0.894 2 D - D 2.1723 0.300 4 2.606760 E - E 1.3384 4.300 3 17.265360 Total 24.578 36.829886 WIDTH OF BRIDGE = 12.25 m, L= 26.40 m, H=1.85 m E DR - 36 ( APPLICATION FOR GIRDER LENGTH 24.30 m < L < 26.60m ( 1/5) Section Area (m 2 ) Length (m) nos Volume (m 3 ) A - A 1.3869 1.100 2 3.051180 B - B 2.4925 0.900 2 4.486500 C - C 1.4910 2.450 2 7.305900 D - D 2.1723 0.300 5 3.258450 E - E 1.3384 4.000 4 21.414400 Total 26.400 39.516430 WIDTH OF BRIDGE = 9.50 m, L=31.96m, H=1.85 m E DR - 42 ( APPLICATION FOR GIRDER LENGTH 29.20 m< L < 32.60 M ) Section Area (m 2 ) Length (m) nos Volume (m 3 ) A - A 1.3869 1.100 2 3.051180 B - B 2.4925 0.900 2 4.486500 1.4983 2.345 2 1.3384 1.485 2 D - D 2.1723 0.300 5 3.258450 E - E 1.3384 4.700 4 25.161920 Total 31.960 46.960125 9.420086 C - C C - C 11.002075

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Sheet1WIDTH OF BRIDGE = 9.50m, L= 22.578 m, H=1.85 mE DR - 24( APPLICATION GIRDER LENGTH 19.90 m < L < 22.60 M ) VolumeSectionArea (m2)Length (m)nosVolume (m3)RemarksBesi (kg)Beton (m3)Rasio (kg/m3)A - A1.38691.10023.051180End (Bearing)L = 22.578 ( 19.90 m < L < 22.60 M ) 734334.150981215.0157840853B - B2.49250.90024.486500End (Full)L = 24.578 ( 22.80 m < L < 25.20 M ) 777536.829886211.1057296723C - C1.50542.23926.741181TaperedL = 26.400 ( 24.30 m < L < 26.60 M ) 26.00 M ) 3/7921739.516430233.244754144D - D2.17230.30042.606760DiaphragmL = 31.960 ( 29.20 m < L < 32.60 M ) 941146.960125200.4040662158E - E1.33844.300317.265360TypicalTotal22.57834.150981

WIDTH OF BRIDGE = 9.50m, L= 24.578 m, H=1.85 mE DR - 30( APPLICATION GIRDER LENGTH 22.80 m < L < 25.20 M ) SectionArea (m2)Length (m)nosVolume (m3)RemarksA - A1.38691.10023.051180End (Bearing)B - B2.49250.90024.486500End (Full)C - C1.49832.34529.420086Tapered1.33840.8942StraightD - D2.17230.30042.606760DiaphragmE - E1.33844.300317.265360TypicalTotal24.57836.829886WIDTH OF BRIDGE = 12.25 m, L= 26.40 m, H=1.85 mE DR - 36( APPLICATION FOR GIRDER LENGTH 24.30 m < L < 26.60m (1/5) 26.00 M ) 3/7SectionArea (m2)Length (m)nosVolume (m3)RemarksA - A1.38691.10023.051180End (Bearing)B - B2.49250.90024.486500End (Full)C - C1.49102.45027.305900TaperedD - D2.17230.30053.258450DiaphragmE - E1.33844.000421.414400TypicalTotal26.40039.516430

WIDTH OF BRIDGE = 9.50 m, L=31.96m, H=1.85 mE DR - 42( APPLICATION FOR GIRDER LENGTH 29.20 m< L < 32.60 M ) SectionArea (m2)Length (m)nosVolume (m3)RemarksA - A1.38691.10023.051180End (Bearing)B - B2.49250.90024.486500End (Full)C - C1.49832.345211.002075Tapered1.33841.4852StraightD - D2.17230.30053.258450DiaphragmE - E1.33844.700425.161920TypicalTotal31.96046.960125

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