SummaryGGPS SANDASAR QASIM, BATTGRAMSUMMARYOFSTEEL REINFORCEMENT (upto 2nd Bill)S.NoSHEET #PART OF BUILDINGSTEEL USED( lbs )REMARKS1A1Footing1480.832A1Column upto mid of storey1911.363A2Plinth beam2308.804A2Column above mid of storey1230.855A2Confinement & RCC Walls1795.496A3Bond Beam2346.117A3Gable beam and Confinement500.298B1Plinth beam244.499B1Confinement269.8610B1Bond beam321.62GRAND TOTAL (lbs)12409.705.631GRAND TOTAL (M.Ton)5.631

&A3"3"45.5'3"3"1'

Sheet-A1GGPS SANDASAR QASIM DISTT: BATTGRAMBAR BENDING SCHEDULEFORMAIN BUILDING REINFORCEMENTSheet # ___ A1 ___S.NoItem DescriptionBar DescriptionNo. of BarsBar DiaCut Length( ft )Total Length( ft )Wt/ft ( lbs )Total Wt ( lbs )Shape(a)(b)(c)(d)(e)(f)(g)( h=d*e*g )(j)( k=h*j )(l)Footing1Column footingA-H/1,A-H/3Long & Short Bars16X121/2"3.081591.550.668395.162Walls A-H/1,A-H/3Long Bars2X31/2"62.75376.500.668251.5Short Bars2X801/2"1.5240.000.668160.323Wall C-H/2Long Bars1X31/2"45.5136.500.66891.18Short Bars1X551/2"1.582.500.66855.114WallsA/1-3,C/1-3,H/1-3Long Bars3X31/2"26.5238.500.668159.32Short Bars3X321/2"1.5144.000.66896.195WallF/2-3Long Bars2X31/2"17.375104.250.66869.64Short Bars2X221/2"1.566.000.66844.096WallF-H/2ALong Bars2X31/2"22.375134.250.66889.68Short Bars2X231/2"1.569.000.66846.097Wall G/2A-3Long Bars1X31/2"7.2521.750.66814.53Short Bars1X81/2"1.512.000.6688.02Total weight =1480.83lbsColumn upto mid of storey8ColumnA-H/1,A-H/3Long Bars16X81/2"12.751632.000.6681090.18Ties16X393/8"3.52184.000.376821.18Total weight =1911.36lbs

&C&A&RGGPS Sandasar Qasim3"3"2.5'3"3"45.5'3"3"1'3"3"3"2'-7"3"3"2'-7"3"3"2'-7"3"3"2'-7"3"3"2'-7"3"3"2'-7"3"3"2'-7"3"3"2'-7"3"3"2'-7"3"3"2'-7"3"3"2'-7"3"3"3"2'-7"3"3"1'3"3"45'3"3"62'-3"3"3"1'3"3"1'3"3"26'3"3"16'-10 1/2"3"3"1'3"3"21'-10 1/2"3"3"1'3"3"6'9"3"3"1'9"9"3"7"7"3"3"6"12'-3"

Sheet-A2GGPS SANDASAR QASIM DISTT: BATTGRAMBAR BENDING SCHEDULEFORMAIN BUILDING REINFORCEMENTSheet # ___ A2 ___S.NoItem DescriptionBar DescriptionNo. of BarsBar DiaCut Length( ft )Total Length( ft )Wt/ft ( lbs )Total Wt ( lbs )Shape(a)(b)(c)(d)(e)(f)(g)( h=d*e*g )(j)( k=h*j )(l)Plinth beam1WallsA-H/1,A-H/3Long bars2X81/2"65.51048.000.668700.06Stirrups2X1583/8"3.51106.000.376415.862Wall C-H/2Long Bars1X61/2"46276.000.668184.37Strirrup1X933/8"3279.000.376104.93Walls A/1-3,H/1-3Long Bars2X81/2"27.5440.000.668293.92Stirrups2X593/8"3.5413.000.376155.294WallC/1-3Long Bars1X61/2"27.5165.000.668110.22Stirrups1X593/8"3177.000.37666.555WallF/2-3Long bars1X61/2"17.5105.000.66870.14Stirrups1X403/8"3120.000.37645.126WallF-H/2ALong Bars1X61/2"17.5105.000.66870.14Stirrups1X403/8"3120.000.37645.127WallG/2A-3Long bars1X61/2"7.2543.500.66829.06Stirrups1X163/8"348.000.37618.05Total weight =2308.8lbsColumn above mid of storey8ColumnsLong Bars16X81/2"7.5960.000.668641.28Ties16X283/8"3.51568.000.376589.57Total weight =1230.85lbsConfinement & RCC Walls9ConfinementLong Bars17X41/2"14.5986.000.668658.65Ties Bars17X213/8"2.5892.500.376335.5810Wall (WC1)Long Bars5x63/8"14.5435.000.376163.56Short Bars5X143/8"6.17431.900.376162.3911Wall (WC2)Long Bars2X123/8"14.5348.000.376130.85Short Bars2X143/8"10.5294.000.376110.5412Wall (WC3)Long Bars2x83/8"14.5232.000.37687.23Short Bars2X143/8"7196.000.37673.713Wall (WC4)Long Bars1x83/8"14.5116.000.37643.62Short Bars1X143/8"5.5878.120.37629.37Total weight =1795.49lbs

&C&A&RGGPS Sandasar Qasim3"3"2.5'3"3"45.5'3"3"1'3"3"2.5'3"3"45.5'3"3"1'6"13'-6"6"6"3"6"6"6"13'-6"4 1/2"6"6"13'-6"2'-7"6"6"6"13'-6"4'-9"6"6"6"13'-6"3'6"4'-9"6"6"6"13'-6"6"6"13'-6"2-3 1/2"6"6"6"64'-6"9"9"3"6"6"45'9"6"3"6"6"26'-6"9"9"3"6"6"26'-6"9"6"3"6"6"16'-6"9"6"3"6"6"16'-6"9"6"3"6"6"6'-3"9"6"3"6"6"7'9"9"3"

Sheet-A3GGPS SANDASAR QASIM DISTT: BATTGRAMBAR BENDING SCHEDULEFORMAIN BUILDING REINFORCEMENTSheet # ___ A3 ___S.NoItem DescriptionBar DescriptionNo. of BarsBar DiaCut Length( ft )Total Length( ft )Wt/ft ( lbs )Total Wt ( lbs )Shape(a)(b)(c)(d)(e)(f)(g)( h=d*e*g )(j)( k=h*j )(l)Bond Beam1Walls A-H/1,A-H/3Long Bars2X81/2"63.51016.000.668678.69Stirrups2x1583/8"3.51106.000.376415.862Walls C-H/2Long Bars1X61/2"46276.000.668184.37Stirrups1X763/8"3228.000.37685.733Walls A/1-3,H/1-3Long Bars2X81/2"37592.000.668395.46Stirrups2X593/8"3.5413.000.376155.294Walls C/1-3Long Bars1X61/2"27.5165.000.668110.22Stirrups1X573/8"3171.000.37664.35Walls F/2-3Long Bars1X61/2"17.5105.000.66870.14Stirrups1x353/8"3105.000.37639.486Walls F-H/2ALong Bars1X61/2"17.5105.000.66870.14Stirrups1X283/8"384.000.37631.587Walls G/2A-3Long Bars1X61/2"7.2543.500.66829.06Stirrups1X143/8"342.000.37615.79Total weight =2346.11lbsGable beam and Confinement8Walls ConfinementLong Bars2X41/2"9.576.000.66850.77Short bars2x173/8"3102.000.37638.359Gable beamLong Bars2X61/2"33396.000.668264.53Short bars2X653/8"3390.000.376146.64Total weight =500.29lbs

&C&A&RGGPS Sandasar Qasim3"3"2.5'3"3"45.5'3"3"1'3"3"2.5'3"3"45.5'3"3"1'6"6"62'-6"9"9"3"6"6"45'9"6"3"6"6"36'9"9"3"6"6"26'-6"6"6"3"6"6"16'-6"6"6"3"6"6"16'-6"6"6"3"6"6"6'-9"6"6"3"6"6"8'-6"6"6"3"6"6"32'6"6"3"9"6"3"9"6"3"9"6"3"9"6"3"9"6"3"9"6"3"

Sheet-B1GGPS SANDASAR QASIM DISTT: BATTGRAMBAR BENDING SCHEDULEFORTOILET BLOCK REINFORCEMENTSheet # ___B1___S.NoItem DescriptionBar DescriptionNo. of BarsBar DiaCut Length( ft )Total Length( ft )Wt/ft ( lbs )Total Wt ( lbs )Shape(a)(b)(c)(d)(e)(f)(g)( h=d*e*g )(j)( k=h*j )(l)Plinth beam1Front and Back wallsLong Bars2X41/2"11.5892.640.6761.88stirrups2X193/8"2.595.000.37635.722Short WallsLong Bars3X41/2"9.33111.960.66874.79stirrups3X163/8"2.5120.000.37645.123Internal wallsLong Bars1X41/2"6.5826.320.66817.58stirrups1X103/8"2.525.000.3769.4Total weight =244.49lbsConfinement4Long Bars6X41/2"10.5252.000.668168.34Ties6X183/8"2.5270.000.376101.52Total weight =269.86lbsBond beam5Front and Back wallsLong Bars2X61/2"11.58138.960.66892.83stirrups2X193/8"2.595.000.37635.726Short WallsLong Bars3X61/2"9.33167.940.668112.18stirrups3X163/8"2.5120.000.37645.127Internal wallsLong Bars1X61/2"6.5839.480.66826.37stirrups1X103/8"2.525.000.3769.4Total weight =321.62lbs

&A3"3"2.5'3"3"45.5'3"3"1'3"3"2.5'3"3"45.5'3"3"1'6"6"10'-7"6"6"3"6"6"8'-4 1/2"6"6"3"6"6"5'-7"6"6"3"6"6"9'-6"6"6"3"6"6"10'-7"6"6"3"6"6"8'-4"6"6"3"6"6"5'-7"6"6"3"