Laserfiche WebLink
24 of 34 <br /> Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> LConcrete 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 - 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 1 8.000 41.29 70.58 0.59 <br /> +1.20D+1.60Lr+0.50L+1.60H <br /> Span#1 1 8.000 24.04 70.58 0.34 <br /> +1.20 D+1.60 Lr+0.50 W+1.60 H <br /> Span#1 1 8.000 17.65 70.58 0.25 <br /> +1.2 0 D+0.50 L+1.605+1.60 H <br /> Span#1 1 8.000 34.26 70.58 0.49 <br /> +1.20D+1.605+0.50W+1.60H <br /> Span#1 1 8.000 27.87 70.58 0.39 <br /> +1.20 D+0.50 Lr+0.50 L+W+1.60 H <br /> Span#1 1 8.000 24.04 70.58 0.34 <br /> +1.20 D+0.50L+0.50S+W+1.60H <br /> Span#1 1 8.000 27.23 70.58 0.39 <br /> +1.20 D+0.50 L+0.705+E+1.60 H <br /> Span#1 1 8.000 28.51 70.58 0.40 <br /> +0.90D+W+0.90H <br /> Span#1 1 8.000 13.24 70.58 0.19 <br /> +0.90D+E+0.90H <br /> Span#1 1 8.000 13.24 70.58 0.19 <br /> Overall Maximum Deflections <br /> Load Combination Span Max '"Defl (in)_ovation in Span (ft Load Combination Max."+"Defl (in_ocation in Span (ft <br /> +D+0.750L+0.7505+0.5250E+H 1 0.0062 4.000 0.0000 0.000 <br />