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Beam on Elastic Foundation <br />LIC# : KW-06019698, Build:20.23.05.01 DONG ENGINEERING INC (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:CONT. FOOTING AT SHEAR WALL LINE C <br />Project File: 240051.ec6 <br />Span # <br />Bending Stress Results ( k-ft )Location (ft)Load Combination <br />Mu : Max Stress RatioSegment Length Phi*Mnxin Span <br />MAXimum Bending Envelope <br />Span # 1 1 3.035 5.01 41.51 0.12 <br />Span # 1 1 3.035 <br />+0.50W <br />Span # 1 1 3.035 2.50 41.51 0.06 <br />W Only <br />Span # 1 1 3.035 5.01 41.51 0.12 <br />E Only <br />Span # 1 1 3.035 4.96 41.51 0.12 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections - Unfactored Loads <br />Span 1Span 1 1 0.0377 6.000 -0.0377 0.000 <br />Location in SpanMax. Downward Defl Location in SpanLoad Combination Span Max. Upward Defl <br />Maximum Deflections for Load Combinations - Unfactored Loads <br />1 0.0000 0.000 0.0000 0.000 <br />+0.60W 1 0.0226 6.000 -0.0226 0.000 <br />+0.450W 1 0.0170 6.000 -0.0170 0.000 <br />E Only * 0.70 1 0.0261 6.000 -0.0261 0.000 <br />E Only * 0.5250 1 0.0196 6.000 -0.0196 0.000 <br />W Only 1 0.0377 6.000 -0.0377 0.000 <br />E Only 1 0.0373 6.000 -0.0373 0.000 <br />. <br />.Page 39 of 57 <br />1834 W Third St & <br />#2,33/21/2025