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26 of 31 <br /> Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> ' Concrete Beam Software copyright ENER.CALC,NG 1983-2020 Buil i'}2 20 8.24. <br /> Lic.#:KW-06011993 L120 Engineering and Design <br /> DESCRIPTIO 8ft+3ft cantilever Concrete Beam w/Channel-Max Uniform Load <br /> Load Combination Location(ft) Bending Stress Results (k-ft) <br /> Segment Span# along Beam Mu:Max Phi*Mnx Stress Ratio <br /> +1.20D+1.60L+0.50S+1.60H <br /> Span#1 1 3.000 -43.25 69.33 0.62 <br /> Span#2 2 8.000 53.33 64.50 0.83 <br /> +1.20 D+1.60 Lr+0.50L+1.60H <br /> Span#1 1 3.000 -24.06 69.33 0.35 <br /> Span#2 2 8.000 31.84 64.50 0.49 <br /> +1.20D+1.60Lr+0.50 W+1.60H <br /> Span#1 1 3.000 -17.36 69.33 0.25 <br /> Span#2 2 8.000 22.98 64.50 0.36 <br /> +1.20 D+0.50L+1.605+1.60H <br /> Span#1 1 3.000 -38.34 69.33 0.55 <br /> Span#2 2 8.000 38.26 64.50 0.59 <br /> +1.20D+1.605+0.50W+1.60H <br /> Span#1 1 3.000 -31.65 69.33 0.46 <br /> Span#2 2 8.000 -31.90 69.33 0.46 <br /> +1.20 D+0.50Lr+0.50L+W+1.60H <br /> Span#1 1 3.000 -24.06 69.33 0.35 <br /> Span#2 2 8.000 31.84 64.50 0.49 <br /> +1.20D+0.50L+0.50S+W+1.60H <br /> Span#1 1 3.000 -28.52 69.33 0.41 <br /> Span#2 2 8.000 33.84 64.50 0.52 <br /> +1.20D+0.50L+0.20S+E+1.60H <br /> Span#1 1 3.000 -25.84 69.33 0.37 <br /> Span#2 2 8.000 32.64 64.50 0.51 <br /> +0.90D+W+0.90H <br /> Span#1 1 3.000 -13.02 69.33 0.19 <br /> Span#2 2 8.000 17.24 64.50 0.27 <br /> +0.90D+E+0.90H <br /> Span#1 1 3.000 -13.02 69.33 0.19 <br /> Span#2 2 8.000 17.24 64.50 0.27 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl (in).ocation in Span (ft Load Combination Vlax "+^Defl (invocation in Span (ft <br /> +D+L+H 1 0.0004 3.114 +D+L+H -0.0068 0.000 <br /> +D+L+H 2 0.0119 4.229 0.0000 0.000 <br />