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22 of 31 <br /> Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Concrete Beam - ; <br /> Sottware copyright ENEREALC INC.1983-2020 Bu ld 12 0:8 24 <br /> Lic.#:KW-06011993 L120 Engineering and Design <br /> DESCRIPTIO 8ft Concrete Beam w/Channel-Max Point Load <br /> Load Combination Location(ft) Bending Stress Results (k-ft) <br /> Segment Span# along Beam Mu:Max Phi*Mnx Stress Ratio--------- - <br /> Span#1 - -- --- -- - - <br /> 1 8.000 63.41 64.50 0.98 <br /> +1.20D+1.60 Lr+0.50L+1.60H <br /> Span#1 1 8.000 31.47 64.50 0.49 <br /> +1.20D+1.60Lr+0.50W+1.60H <br /> Span#1 1 8.000 21.49 64.50 0.33 <br /> +1.20D+0.50 L+1.60S+1.60H <br /> Span#1 1 8.000 63.41 64.50 0.98 <br /> +1.20D+1.60S+0.50 W+1.60H <br /> Span#1 1 8.000 53.43 64.50 0.83 <br /> +1.20 D+O.50 L r+0.50 L+W+1.60 H <br /> Span#1 1 8.000 31.47 64.50 0.49 <br /> +1.20 D+0.50L+0.50S+W+1.60H <br /> Span#1 1 8.000 41.45 64.50 0.64 <br /> +1.20 D+0.50 L+0.205+E+1.60 H <br /> Span#1 1 8.000 35.46 64.50 0.55 <br /> +0.90D+W+0.90H <br /> Span#1 1 8.000 16.11 64.50 0.25 <br /> +0.90D+E+0.90H <br /> Span#1 1 8.000 16.11 64.50 0.25 <br /> Overall Maximum Deflections <br /> Load Combination - --- <br /> Span Max.""Defl (in).ocation in Span (ft Load Combination Vlax."+^Defl (invocation in Span (ft <br /> +D+0.750L+0.750S+0.5250E+H 1 0.0209 4.000 <br /> 0.0000 0.000 <br />