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4 , 28 of 40 <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/C6x8.2-6ft Span - Point Load <br /> Vertical Reactions Support notation:Far left is#1 <br /> Load Combination Support 1 Support 2 <br /> +D+0.70E+H- 6.225 6.225 <br /> +D+0.750Lr+0.750L+0.450W+H 10.350 10.350 <br /> +D+0.750L+0.7505+0.450W+H 11.513 11.513 <br /> +D+0.750L+0.750S+0.5250E+H 11.513 11.513 <br /> +0.600+0.60W+0.60H 3.735 3.735 <br /> +0.60D+0.70E+0.60H 3.735 3.735 <br /> D Only 6.225 6.225 <br /> L Only 5.500 5.500 <br /> S Only 1.550 1.550 <br /> H Only <br /> Maximum Forces&Stresses for Load Combinations <br /> Load Combination Location(ft) Bending Stress Results (k-ft) <br /> Segment Span# along Beam Mu : Max Phi*Mnx Stress Ratio <br /> MAXimum BENDING Envelope <br /> Span#1 1 6.000 49.74 70.58 0.70 <br /> +1.40D+1.60H <br /> Span#1 1 6.000 24.58 70.58 0.35 <br /> +1.20D+0.50Lr+1.60L+1.60H <br /> Span#1 1 6.000 47.42 70.58 0.67 <br /> +1.20D+1.60 L+0.505+1.60H <br /> Span#1 1 6.000 49.74 70.58 0.70 <br /> +1.20D+1.60Lr+0.50L+1.60H <br /> Span#1 1 6.000 29.30 70.58 0.42 <br /> +1.20D+1.60Lr+0.50W+1.60H <br /> Span#1 1 6.000 21.07 70.58 0.30 <br /> +1.20 D+0.50 L+1.60S+1.60 H <br /> Span#1 1 6.000 36.73 70.58 0.52 <br /> +1.20D+1.605+0.50W+1.60H <br /> Span#1 1 6.000 28.50 70.58 0.40 <br /> +1.20 D+0.50 L r+0.5 0 L+W+1.6 0 H <br /> Span#1 1 6.000 29.30 70.58 0.42 <br /> +1.20D+0.50L+0.50S+W+1.60 H <br /> Span#1 1 6.000 31.62 70.58 0.45 <br /> +1.20D+0.50L+0.705+E+1.60 H <br /> Span#1 1 6.000 32.55 70.58 0.46 <br /> +0.90D+W+0.90H <br /> Span#1 1 6.000 15.80 70.58 0.22 <br /> +0.90D+E+0.90H <br /> Span#1 1 6.000 15.80 70.58 0.22 <br />