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22 of 32 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Concrete Beam <br />'Lic. #: KW-06011993 <br />Software copyright ENERCALC, INC. 1983-2020, Build: 12.20.8.24 <br />L120 Engineering and Design <br />DESCRIPTIO 8ft Concrete Beam w/ Channel- Max Point Load <br />Load Combination <br />Location (ft) <br />Bending Stress <br />Results <br />( k-ft ) <br />Segment <br />Span # <br />along Beam <br />Mu: Max <br />Phi'Mnx <br />Stress Ratio <br />Span # 1 <br />1 <br />8.000 <br />63.41 <br />64.50 <br />0.98 <br />+1.20D+1.60 Lr+0.50L+1.60H <br />Span # 1 <br />1 <br />8.000 <br />31.47 <br />64.50 <br />0.49 <br />+1.20D+1.60Lr+0.50W+1.60H <br />Span # 1 <br />1 <br />8.000 <br />21.49 <br />64.50 <br />0.33 <br />+1.20D+0.50 L+1.60S+1.60H <br />Span # 1 <br />1 <br />8.000 <br />63.41 <br />64.50 <br />0.98 <br />+1.20D+1.60S+0.50W+1.60H <br />Span # 1 <br />1 <br />8.000 <br />53.43 <br />64.50 <br />0.83 <br />+1.20 D+0.50Lr+0.50L+W+1.60H <br />Span # 1 <br />1 <br />8.000 <br />31.47 <br />64.50 <br />0.49 <br />+1.20D+0.50L+0.50S+W+1.60H <br />Span # 1 <br />1 <br />8.000 <br />41.45 <br />64.50 <br />0.64 <br />+ 1.20 D+0.50 L+0.20 S+ E+ 1.60 H <br />Span # 1 <br />1 <br />8.000 <br />35.46 <br />64.50 <br />0.55 <br />+0.90D+W+0.90H <br />Span # 1 <br />1 <br />8.000 <br />16.11 <br />64.50 <br />0.25 <br />+0.90D+E+0.90H <br />Span # 1 <br />1 <br />8.000 <br />16.11 <br />64.50 <br />0.25 <br />Overall Maximum Deflections <br />Load Combination Span <br />Max. "" Defl (in) .ocation in Span (ft Load Combination <br />Max. "+" Defl (invocation in Span (ft <br />+D+0.750L+0.750S+0.5250E+H 1 <br />0.0209 <br />4.000 <br />0.0000 0.000 <br />