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Page 18 of 28 <br /> Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Concrete Beam Software copyright ENERCALC INC,1983-2020,Build:12.20.5 31, <br /> Lic.#:KW-06011993 L120 Engineering and Design <br /> DESCRIPTIO 8ft+3ft cantilever Concrete Beam -Max Uniform Load (2-story) <br /> Load Combination Location(ft) Bending Stress Results (k-ft) <br /> Segment Span# along Beam Mu:Max Phi*Mnx Stress Ratio <br /> Span#2 2 8.000 -18.94 22.49 0.84 <br /> +1.20D+1.60L+0.50S+1.60H <br /> Span#1 1 3.000 -21.02 22.49 0.93 <br /> Span#2 2 8.000 -21.19 22.49 0.94 <br /> +1.20D+1.60Lr+0.50L+1.60H <br /> Span#1 1 3.000 -11.92 22.49 0.53 <br /> Span#2 2 8.000 -12.01 22.49 0.53 <br /> +1.20D+1.60Lr+0.50W+1.60H <br /> Span#1 1 3.000 -8.79 22.49 0.39 <br /> Span#2 2 8.000 -8.86 22.49 0.39 <br /> +1.200+0.50L+1.605+1.60H <br /> Span#1 1 3.000 -19.06 22.49 0.85 <br /> Span#2 2 8.000 -19.21 22.49 0.85 <br /> +1.20D+1.60S+0.50W+1.60H <br /> Span#1 1 3.000 -15.93 22.49 0.71 <br /> Span#2 2 8.000 -16.06 22.49 0.71 <br /> +1.20D+0.50Lr+0.50L+W+1.60H <br /> Span#1 1 3.000 -11.92 22.49 0.53 <br /> Span#2 2 8.000 -12.01 22.49 0.53 <br /> +1.20D+0.50L+0.50S+W+1.60H <br /> Span#1 1 3.000 -14.15 22.49 0.63 <br /> Span#2 2 8.000 -14.26 22.49 0.63 <br /> +1.20D+0.50L+0.20S+E+1.60H <br /> Span#1 1 3.000 -12.81 22.49 0.57 <br /> Span#2 2 8.000 -12.91 22.49 0.57 <br /> +0.90D+W+0.90H <br /> Span#1 1 3.000 -6.59 22.49 0.29 <br /> Span#2 2 8.000 -6.65 22.49 0.30 <br /> +0.90D+E+0.90H <br /> Span#1 1 3.000 -6.59 22.49 0.29 <br /> Span#2 2 8.000 -6.65 22.49 0.30 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl (in)_ovation in Span (ft Load Combination %Aax."+"Defl (invocation in Span (ft <br /> +D+0.750L+0.750S+0.5250E+H 1 0.0002 3.114 +D+0.750L+0.750S+0.5250E+H -0.0024 0.000 <br /> +D+0.750L+0.7505+0.5250E+H 2 0.0048 4.229 0.0000 0.000 <br />