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17 of 21 <br /> Concrete Beam <br /> Lic.#:KW-06011993 Licensee:L120 Engineering and Design,KW-06011993 <br /> Description : 8ft+4ft cantliever Concrete Beam-Uniform Load(1-story Loading) <br /> Load Combination Location(ft) Bending Stress Results (k-ft) <br /> Segment Length Span# in Span Mu:Max Phi*Mnx Stress Ratio <br /> +0.90D+W+0.90H <br /> Span#1 1 4.000 -5.65 22.49 0.25 <br /> Span#2 2 8.000 -5.70 22.49 0.25 <br /> +0.90D+E+0.90H <br /> Span#1 1 4.000 -5.65 22.49 0.25 <br /> Span#2 2 8.000 -5.70 22.49 0.25 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+0.750L+0.750S+0.5250E+H 1 0.0018 0.000 0.0000 0.000 <br /> +D+0.750L+0.750S+0.5250E+H 2 0.0013 4.686 0.0000 0.000 <br />