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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 5.059 3.04 41.51 0.07 <br />Span # 1 1 5.059 <br />+0.50W <br />Span # 1 1 5.059 1.52 41.51 0.04 <br />W Only <br />Span # 1 1 5.059 3.04 41.51 0.07 <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 0.0082 10.000 -0.0082 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 0.0049 10.000 -0.0049 0.000 <br />+0.450W 1 0.0037 10.000 -0.0037 0.000 <br />W Only 1 0.0082 10.000 -0.0082 0.000 <br />. <br />.Detailed Shear Information <br />Load Combination <br />Vu (k)Span Distance 'd'Comment Phi*Vs <br />Req'd <br />d*Vu/MuMu <br />(ft)(k)(in)Actual Suggest(k-ft)Number (k) <br />Spacing (in) <br />Design <br />Phi*Vc <br />W Only 1 0.00 21.00 -0.02 0.02 0.00 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />W Only 1 0.12 21.00 -0.06 0.06 0.00 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00 <br />W Only 1 0.24 21.00 -0.11 0.11 0.01 1.00 29.89 Vu < PhiVc/2 Not Reqd 0.00 0.00Page 39 of 57 <br />1834 W Third St & <br />#2,33/21/2025