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28 of 34 <br /> Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> Concrete Beam Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 <br /> Lic.#:KW-06011993 L120 Engineering and Design <br /> DESCRIPTIO Concrete Ftn w/C6x8.2-8ft Span-Uniform 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 1 8.000 19.52 70.58 0.28 <br /> +1.20D+1.60Lr+0.50L+1.60H <br /> Span#1 1 8.000 10.88 70.58 0.15 <br /> +1.20D+1.60Lr+0.50W+1.60H <br /> Span#1 1 8.000 7.68 70.58 0.11 <br /> +1.20 D+0.50 L+1.605+1.60 H <br /> Span#1 1 8.000 16.00 70.58 0.23 <br /> +1.20D+1.605+0.50 W+1.60H <br /> Span#1 1 8.000 12.80 70.58 0.18 <br /> +1.20D+0.50Lr+0.50L+W+1.60H <br /> Span#1 1 8.000 10.88 70.58 0.15 <br /> +1.20D+0.50L+0.50S+W+1.60 H <br /> Span#1 1 8.000 12.48 70.58 0.18 <br /> +1.20D+0.50 L+0.705+E+1.60H <br /> Span#1 1 8.000 13.12 70.58 0.19 <br /> +0.90D+W+0.90H <br /> Span#1 1 8.000 5.76 70.58 0.08 <br /> +0.90D+E+0.90H <br /> Span#1 1 8.000 5.76 70.58 0.08 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl (in)_ocation in Span (ft Load Combination Max."+"Defl (invocation in Span (ft <br /> +D+0.750L+0.750S+0.5250E+H 1 0.0035 4.000 0.0000 0.000 <br />