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22 of 29 <br /> Concrete Beam <br /> Lie.#:KW-06011993 L120 Engineering and Design <br /> DESCRIPTIO Typ Unreinf Fndn-8ft 1-Story-C6x8.2 Supplemental <br /> Vertical Reactions Support notation:Far left is#1 <br /> Load Combination Support 1 Support 2 <br /> +D+0.70E+H 3.367 3.367 <br /> +D+0.750Lr+0.750L+0.450W+H 6.067 6.067 <br /> +D+0.750L+0.7505+0.450W+H 4.567 4.567 <br /> +D+0.750L+0.750S+0.5250E+H 4.567 4.567 <br /> +0.60D+0.60W+0.60H 2.020 2.020 <br /> +0.60D+0.70E+0.60H 2.020 2.020 <br /> D Only 3.367 3.367 <br /> Lr Only 2.000 2.000 <br /> L Only 1.600 1.600 <br /> S Only <br /> W Only <br /> E Only <br /> H Only <br /> Maximum Forces&Stresses for r_ 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 8.000 29.79 64.50 0.46 <br /> +1.40D+1.60H <br /> Span#1 1 8.000 16.12 64.50 0.25 <br /> +1.20 D+0.5 0 L r+1.60 L+1.6 0 H <br /> Span#1 1 8.000 28.03 64.50 0.43 <br /> +1.20 D+1.60 L+0.505+1.60 H <br /> Span#1 1 8.000 24.04 64.50 0.37 <br /> +1.20 D+1.60 L r+0.50 L+1.60 H <br /> Span#1 1 8.000 29.79 64.50 0.46 <br /> +1.20D+1.60Lr+0.50W+1.60H <br /> Span#1 1 8.000 26.60 64.50 0.41 <br /> +1.20 D+0.50 L+1.60S+1.60 H <br /> Span#1 1 8.000 17.01 64.50 0.26 <br /> +1.20 D+1.6 0 5+0.50 W+1.60 H <br /> Span#1 1 8.000 13.82 64.50 0.21 <br /> +1.20 D+0.5 0 L r+0.50 L+W+1.6 0 H <br /> Span#1 1 8.000 21.01 64.50 0.33 <br /> +1.20 D+0.50 L+0.505+W+1.60 H <br /> Span#1 1 8.000 17.01 64.50 0.26 <br /> +1.20 D+0.50 L+0.70S+E+1.60 H <br /> Span#1 1 8.000 17.01 64.50 0.26 <br /> +0.90D+W+0.90H <br /> Span#1 1 8.000 10.36 64.50 0.16 <br /> +0.90D+E+0.90H <br /> Span#1 1 8.000 10.36 64.50 0.16 <br />