Sheet1fc (KN/m2)fy (KN/m2)t (mm)beton, keramik, dllberat jenis betonl (mm)diketahui304001201.5Kpa2400kg/m38000h1 ujung menerusl/18.5432.43243243242 ujung menerusl/21380.9523809524h desain460b desain (b=h/2)230tebal selimut (mm)40sengkang (mm)10BEBANDead load (KN/m)pelatbalok11.521.876813.3968SIDL (KN/m)66Life Load (KN/m)7.687.68beban terfaktor (Qu) (KN/m)35.56416ln (m)7.72Mu1Mu2Mu3Mu4Mu5Mu88.315293056151.3976452389211.9567033344192.6879121222132.4729395840db2222222222d (mm)399399399399399jd349.125349.125349.125349.125349.1250.90.90.90.90.912345as perlu702.67170351281204.58006316471686.41208843061533.10189857331054.0075552691OKOKOKOKOKAs min314.1531193891314.1531193891314.1531193891314.1531193891314.1531193891As min321.195321.195321.195321.195321.195As bal2983.6721252983.6721252983.6721252983.6721252983.672125As max2237.754093752237.754093752237.754093752237.754093752237.75409375

db desain2229202522jumlah22743As desain759.881320.3721981962.51139.82BENARBENARBENARBENARBENARa51.824722932790.0508098892149.9062233589133.844842284777.737084399c60.9702622737105.9421292814176.3602627752157.46452033591.4553934106d399395.5377.5372.5399s0.01663252170.00819951060.00342151460.00409683680.0100883478OKOKTIDAKOKOKa/d0.12988652360.22768852060.39710257840.35931501280.1948297855ab/d0.510.510.510.510.510.00828026590.01451514320.02531528940.02290633210.0124203988 max0.0243843750.0243843750.0243843750.0243843750.024384375OKOKTIDAKOKOK0.90.90.76845954890.8250.9Mn102.0606605168166.5922107864204.4096438525197.8996795077147.7746137629rata rataekonomis 13.46784097939.1208139179-3.69212496032.633540083810.3547380631HEMATHEMATHEMATHEMATHEMATrata rata6.3769616167HEMATHEMATBOROSHEMATHEMAT0.9pi

Sheet2fc (KN/m2)fy (KN/m2)t (mm)beton, keramik, dllberat jenis betonl (mm)diketahui304001201.5Kpa2400kg/m38000h1 ujung menerusl/18.5432.43243243242 ujung menerusl/21380.9523809524h desain520b desain (b=h/2)260tebal selimut (mm)40sengkang (mm)10BEBANDead load (KN/m)pelatbalok11.522.49614.016SIDL (KN/m)66Life Load (KN/m)7.687.68beban terfaktor (Qu) (KN/m)36.3072ln (m)7.69Mu1Mu2Mu3Mu4Mu5Mu89.46109208153.3618721371214.706620992195.1878372655134.191638120db2222222222d (mm)459459459459459jd401.625401.625401.625401.625401.6250.90.90.90.90.912345as perlu618.74393664631060.70389139361484.9854479511349.9867708646928.1159049694OKOKOKOKOKterhadap as minAs min408.5325625792408.5325625792408.5325625792408.5325625792408.5325625792As min417.69417.69417.69417.69417.69As bal3880.041753880.041753880.041753880.041753880.04175As max2910.03131252910.03131252910.03131252910.03131252910.0313125

db desain2022322225jumlah23242As desain6281139.821607.681519.76981.25BENARBENARBENARBENARBENARas desain terhadap as maxa37.888386123768.767420814596.994268476691.689894419359.2006033183BENARBENARBENARBENARBENARas desain terhadap as perluc44.574571910280.902848017114.1109040901107.870464022769.6477686097d460459454435.5457.5s0.02795935510.01402041440.00893575680.00911174910.0167063025OKOKOKOKOKes harus lebih besar dari 0.005a/d0.08236605680.14982008890.21364376320.21053936720.1294002258ab/d0.510.510.510.510.510.00525083610.00955103070.01361978990.01342188470.0082492644 max0.0243843750.0243843750.0243843750.0243843750.024384375OKOKOKOKOKperbandiangan rasio penulangan0.90.90.90.90.9Mn99.7138968326174.2350101133234.690785002213.1855786903151.1555684389rata rataekonomis 10.282222516911.97987589448.51510382478.442288420911.2228285693HEMATHEMATHEMATHEMATHEMATcek ekonimisrata rata10.0884638453HEMATHEMATHEMATHEMATHEMAT0.9pi