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Project Title: <br /> Engineer: 34 <br /> Project ID: <br /> Project Descr: <br /> Concrete Beam File=c,�usgr��a �� ktoR�a3saazlc. <br /> So$wateCoPYd98tENERCALC,INC 19A3 2018,Suild 14.t8,$,25 r. <br /> Description; Wall Around the Fermeter of Tank Pad <br /> Vertical.Reactions Support notation:Far left is#1 <br /> Load Combination Support 1 Support 2 <br /> +0+0.750L+0.750S+0.5250E-+H 0.080 <br /> +0.60D+0.60W+0.60H <br /> +0.60D+0.70E+0.60H 0.106 <br /> D Only <br /> Lr Only <br /> L Only <br /> S Only <br /> W Only <br /> E Only 0.152 <br /> H Only <br /> Overall iMaxiimum Deflections <br /> Load Combination Span Max."-"Deft (in) Location in Span (ft) Load Combination Max.W Dell (in) Location in Span (ft) <br /> E Only 1 0,0006 2.500 0.0000 .0.000 <br /> i <br /> MHER-* <br /> h <br /> iJ <br /> u <br /> •13 <br /> C <br /> 41 <br /> E <br /> 0 <br /> � •d0 <br /> i <br /> i <br /> 3 <br /> 0+23 0+47 0+71 0,94 1+18 147 1+66 0 2,13 236 <br /> Ditwe(fit) <br /> +1.QDa+1,6DH 1+1.2DD+D,S611+1,66L+1.66H 1+1.20D+1,6R+D.S0S+1,65H 1+1.20+1,61RF+D,01,+1.611H 1+111)M.66LA,SDW+i.6DH I+1.2DD+6.5DL+1.05+1.6611 <br /> H+1,26D+1,66S+D,S0W+1.66H 1+1101)+D,SQOASK4+1.6011 1+1,2DD+D.S61+D,S6S+W+E.6DH 1+1.2D+D,S01+D,2DS+E+1.6DH 1+D,9DD+W+D,94H 1+D,96D+EORH <br /> I <br /> i <br />