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Analysis and design of concrete footing <br />Load combinations per ASCE 7-16 <br />LRFD01: +1.4D+1.4Weight <br />LRFD02: +1.2D+1.2Weight+1.6L+0.5Lr <br />LRFD03: +1.2D+1.2Weight+1.6Lr+L <br />LRFD04: +1.2D+1.2Weight+1.6Lr+0.5W+Uplift-Pos-W <br />LRFD05: +1.2D+1.2Weight+1.6Lr-0.5W+Uplift-Neg-W <br />LRFD06: +1.2D+1.2Weight+1.6S+L <br />LRFD07: +1.2D+1.2Weight+1.6S+0.5W+Uplift-Pos-W <br />LRFD08: +1.2D+1.2Weight+1.6S-0.5W+Uplift-Neg-W <br />LRFD09: +1.2D+1.2Weight+W+Uplift-Pos-W+L+0.5Lr <br />LRFD10: +1.2D+1.2Weight-W+Uplift-Neg-W+L+0.5Lr <br />LRFD11: +1.2D+1.2Weight+W+Uplift-Pos-W+L+0.5S <br />LRFD12: +1.2D+1.2Weight-W+Uplift-Neg-W+L+0.5S <br />LRFD13: +1.2D+1.2Weight+Eh+Uplift-Neg-Eh+L+0.2S+0.2D+0.2Weight <br />LRFD14: +1.2D+1.2Weight-Eh+Uplift-Neg-Eh+L+0.2S+0.2D+0.2Weight <br />LRFD15: +0.9D+0.9Weight+Eh+Uplift-Pos-Eh-0.2D-0.2Weight <br />LRFD16: +0.9D+0.9Weight-Eh+Uplift-Neg-Eh-0.2D-0.2Weight <br />LRFD18: +0.9D+0.9Weight-W <br />Combination 2 results: Envelop <br />X Vmax Vmin Mma <br />x <br />Mmi <br />n <br />φMn_Po <br />s <br />φMn_Ne <br />g φVn Chec <br />k V <br />Chec <br />k M <br />DC <br />R <br />(V) <br />DC <br />R <br />(M) <br />3.6 2.58102 <br />5 -2.0834 6.2 -4.46 25.6 25.6 15.3 <br />6 Ok Ok 0.17 0.24 <br />4.2 1.66382 <br />5 <br />- <br />1.65655 7.73 -5.75 25.6 25.6 15.3 <br />6 Ok Ok 0.11 0.3 <br />8.9 <br />5 2.2866 <br />- <br />2.70897 <br />5 <br />0.55 -0.53 25.6 25.6 15.3 <br />6 Ok Ok 0.18 0.02 <br />4.2 1.66382 <br />5 <br />- <br />1.65655 7.73 -5.75 25.6 25.6 15.3 <br />6 Ok Ok 0.11 0.3 <br />Page 238 of 290