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Page 22 of 28 <br /> ' Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Concrete Beam Software copyright ENERCALG,INC.1983-2020,Build:12.20.5.31, <br /> Lic.#:KW-06011993 L120 Engineering and Design <br /> DESCRIPTIO 8ft Concrete Beam-Max Point Load (2-story Loading) <br /> Load Combination Location(ft) Bending Stress Results (k-ft) <br /> Segment Span# along Beam Mu:Max Phi*Mnx Stress Ratio <br /> Span#1 1 8.000 17.38 36.05 0.48 <br /> +1.20D+0.50Lr+1.60L+1.60H <br /> Span#1 1 8.000 31.67 36.05 0.88 <br /> +1.20D+1.60L+0.505+1.60H <br /> Span#1 1 8.000 35.16 36.05 0.98 <br /> +1.20D+1.60Lr+0.50L+1.60H <br /> Span#1 1 8.000 20.14 36.05 0.56 <br /> +1.20D+1.60Lr+0.50W+1.60H <br /> Span#1 1 8.000 14.90 36.05 0.41 <br /> +1.20D+0.50L+1.605+1.60H <br /> Span#1 1 8.000 31.32 36.05 0.87 <br /> +1.20D+1.60S+0.50W+1.60H <br /> Span#1 1 8.000 26.08 36.05 0.72 <br /> +1.20D+0.50Lr+0.50L+W+1.60H <br /> Span#1 1 8.000 20.14 36.05 0.56 <br /> +1.20D+0.50L+0.50S+W+1.60H <br /> Span#1 1 8.000 23.63 36.05 0.66 <br /> +1.20D+0.50L+0.205+E+1.60H <br /> Span#1 1 8.000 21.53 36.05 0.60 <br /> +0.90D+W+0.90H <br /> Span#1 1 8.000 11.17 36.05 0.31 <br /> +0.90D+E+0.90H <br /> Span#1 1 8.000 11.17 36.05 0.31 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl (in).ovation in Span (ft Load Combination \lax."+"Defl (in_ocation in Span (ft <br /> +D+0.750L+0.7505+0.5250E+H 1 0.0054 4.000 0.0000 0.000 <br />