Sheet1Sanken Construction (Pvt) Ltd.Design Office M1500ONLY FOR COMPRESSION R/FDeflection checkONLY TENSIONCOMPRESSIONb600Beam F2B2(600*600)b600d652Interpolationfy460As(req)1296b300M/bd^25.88YFcu40As(prv)1473A's prov942123A1050K'0.156b1MF1.161b600600600600600600300300300E1575.000M/bd^25.88fy460OKOKd547547547547547547173017301730B20100K0.147NOfs253.01.161WITHOUT COMPRESS R/FM260260d'48M/bd21.45h600M1500124.195.8d652MF1.344OKz517.92OKM/bd0.000.001.451.450.000.000.000.000.00z506.53x297.970.000.690.000.000.530.000.000.000.00x323.27Span3.028mOK10/span3.3023.12d'/x0.16OK100As/bd0.3950.395d'/x0.15OKdeff0.547mAs72370.1970.145As'-380AcctualSpan/deff5.54As(req)T001296129600000As7472T-3.10Span/deff77.000.95*d619.4B0647004760000allowableMF*Sp/deff10.92As(prov)T14731473100As/bd1.91Def CheckOKB942942Max r/f%1.34Bars3T253T251T32+2T253T323T203T203T203T203T20

fcu40As pro min942

Shear linksShear linksSide R/fOKREQUIRED HEIGHT667No links1123Nominal linksSb250OKh1000V78.50146120046138.3154TypeTTypeTfy460v0.240.000.440.370.000.140.270.000.30Dia10Dia10b600NO500No bar2.7100As/bd0.290.290.290.290.290.290.180.180.18Minimum Provided2legAsv157.08Asv157.08vc 0.420.420.420.420.420.420.360.360.36fyv460fyv460Dia16vc*(fcu/25)^(1/3)0.490.490.490.490.490.490.420.420.42lesssv261.9sv403.00.74(b)^0.518.1262240966nominal linksnominal linksnominal linksnominal linksnominal linksnominal linksnominal linksnominal linksnominal linksbv600bv300Check 1Sb=250OKT10-250T10-250T10-250T10-250T10-250T10-250T10-250T10-250T10-250v0.94OK5.005.065vc0.42

b400As1960Dia25Selected Sv250Selected Sv250100AS/bd0.278OKd542.00b600.00cover25.00d652.00M412.00d452.50link Dia10.00Av149.9250374813Av97.4512743628400/d0.61NOM/bd^23.51100*As/bd0.72H500400/d1.00100As/bd0.278M/bd^22.57rm1.25Fcu40M316AcceptOKAcceptOKvc0.4120.48

V191

WRS Slabs - ChinthanaRecord No:SL/DD/CLS/11Record No:SL/DD/CLS/11KAHAWITA DE SILVA & ASSOCIATES PVT LTDRevision No.01Revision No.00

Design Office

SubjectRain Water Harvesting TankJob Slave Island ProjectJob Greenpath CALCULATION SHEET Job no 1Job no 3ComputedUmeshDate 25/05/2015Date 25/05/2015CheckedPeirisPage 1of1Page 2of2pagespages

REFCALCULATIONOUTPUTOUTPUT

Slab PanelS1Crack width calculation without limitin fs for bottom Rf 1Crack width calculation without limitin fs for top Rf - 3Water Depth1.05mWater Presseure10.5KN/m2Water Density10kN/m3Finishes1KN/m2Cover (mm)4040Additional Dead0KN/m2e=15=0.0058751863e=15=0.00587518631078.53981633971078.5398163397Slab Depth0.2mx1=0.3408501728mmz=d-(x/3)x1=0.3408501728mmz=d-(x/3)12113.097335529212113.0973355292Slab Load4.80KN/m2x=52.4909266055mm136.50302446481=12mmx=52.4909266055mm136.50302446481=12mm16201.061929829716201.0619298297Design Load22.82KN/m2=0.0012018997mm2=12mm=0mm2=12mm20314.15926535920314.159265359Cover=40mmCover=40mm25490.873852123425490.8738521234Total Pressures to consider for the design=0.0003948562mmS=125mm=0.0003948562mmS=125mm32804.24771931932804.247719319Cmin=40mmCmin=40mmDesign load (n)ULS22.82KN/m2m=1 - 2acr =71.6031571523mmm=1 - 2acr =71.6031571523mmArea of R/F barArea of R/F barSL16.30KN/m20.0008070435mmAs pro=904.7786842339mm2-0.0003948562mmAs pro=904.7786842339mm2113.0973355292113.0973355292=0.1213592343mmfs=Ms=-0.0593765426mmfs=Mslx4800ly/lx1.104Two Way4ZAsZAsly530033Crack width OK=165.4186013144N/mm2Crack width OK=0N/mm2n22.82KN/m2ULS2