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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$wateCoPYd9�tENERCALC,INC 1983 2018,Suild 94.18,$,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 iMaxiirt'um 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 /> w <br /> •13 <br /> C <br /> N <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 /> +1.46a+1,6011 1+1.20D+0,5011+1,661+1.60H 1+1.20D+1,6R+0.S0S+1,60H 1+1.166+4,601F+6,461+1.60H 1+111)M.66LA,SOW+i.60H I+1.20D+0.50L+1,605+1.6611 <br /> H+1,20D+1,605+O,S0W+1.60H 1+1101)+0,S0O+0,5014+1.60111+1,206+0.401+0,465+W+E.60H 1+1.2D+0.S01+0,205+E+1.60H 1+0,90D+W+0,94H 1+0,900+EORH <br /> I <br /> i <br />