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Date post: 09-Sep-2015
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BAR BENDING SCHEDULE FOR FOOTING (per footing) All in Dia Spacing L L-Cov B B-Cov Str. Lengt Ld Extra bend Total Lengt Footing F1 Bottom Main @ 200 C/c 10 200 1750 1650 1750 1650 1650 75 2 12.85 25.71 1825.71 F1 Bottom Distribution 10 200 1750 1650 1750 1650 1650 75 2 12.85 25.71 1825.71 F1 Top Main 8 200 1750 1650 1750 1650 1650 75 2 10.28 20.57 1820.57 F1 Top Distribution 8 200 1750 1650 1750 1650 1650 75 2 10.28 20.57 1820.57 Column C1 175.71 Main Bar Lateral Tie No. 90 o
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Sheet1BAR BENDING SCHEDULE FOR FOOTING (per footing) All in mm

DiaSpacingLL-CovBB-CovStr. LengthLdNo. 90oExtra bendTotal LengthNo. of barsNo. of barsFooting LBF1 Bottom Main @ 200 C/c102001750165017501650165075212.85398163425.711825.7199F1 Bottom Distribution102001750165017501650165075212.85398163425.711825.7199F1 Top Main82001750165017501650165075210.283185307220.571820.5799F1 Top Distribution82001750165017501650165075210.283185307220.571820.5799Column C1175.71Main BarLateral Tie

Sheet2SL.NoDescriptionLocationShape of barDimensionCoverDimension- CoverDiametreSpacingNo.of barsCutting Length90 Degree bendNo.90 Degree bend135 Degree bendNo. 135 Degree bendLdTotal LdBendTotal Cutting LengthTotal Length in RmtDia of Bar in mmLBLBAcross LAcross BEnd 1End 28101216202532

10 9mmmm1Footing F1 (Top Main)1750175050165016501020099165012.927575150 ERROR:#VALUE!09000002Footing F1 (Top Dist)1750175050165016501020099165012.927575150180183009000003Footing F1 (Bottom Main)175017505016501650820099165010.327575150180183090000004Footing F1 ( Bottom Dist)175017505016501650820099165010.327575150180183090000001Column C1 (Main)2250040217001206217010.72150300450480265000600002Column C1(Stirrup)230230401501508175136007.127070140160760130000003Column FC1 (Main)165004015700124157010.7215070220250182000400004Column FC1(Stirrup)23023040150150817596007.1270701401607609000000VXXZSquare1Footing F2 (Top Main)1250125050115011501020066115012.927575150180133006000002Footing F2 (Top Dist)1250125050115011501020066115012.927575150180133006000003Footing F2 (Bottom Main)125012505011501150820066115010.327575150180133060000004Footing F2 ( Bottom Dist)125012505011501150820066115010.32757515018013306000000Square1Footing F3 (Top Main)1600160050150015001020088150012.927575150180168008000002Footing F3 (Top Dist)1600160050150015001020088150012.927575150180168008000003Footing F3 (Bottom Main)160016005015001500820088150010.327575150180168080000004Footing F3 ( Bottom Dist)160016005015001500820088150010.32757515018016808000000

Sheet3SpanIntermediateEndIntermediateEndLocationTopTopBottomBottom17701701770170150460230277023027701704601504601502770460134601323030002303000230277030001000300050023010004605004602770992047939420429323034.89.54.350065n 460/2345/12//2345/12/10280/5678//891011/

Sheet4Type of work per m RunPCCBtLQtyFB0.80.10.080m3/m88.27.056m3FL8.40.053615.120m3Total22.176m3Brick WorkBt0.150.10.015m30.50.250.125m30.3450.150.052m30.230.750.173m30.364/mTotal32.127Deduction for columns0.61.150.60.414m3/columnNo. of column5221.528m3


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