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Analysis and design of concrete footing <br />Load combinations per ASCE 7-16 <br />LRFD01: +1.4D <br />LRFD02: +1.2D+1.6L+0.5Lr <br />LRFD03: +1.2D+1.6Lr+L <br />LRFD04: +1.2D+1.6Lr+0.5W <br />LRFD05: +1.2D+1.6Lr-0.5W <br />LRFD06: +1.2D+1.6S+L <br />LRFD07: +1.2D+1.6S+0.5W <br />LRFD08: +1.2D+1.6S-0.5W <br />LRFD09: +1.2D+W+L+0.5Lr <br />LRFD10: +1.2D-W+L+0.5Lr <br />LRFD11: +1.2D+W+L+0.5S <br />LRFD12: +1.2D-W+L+0.5S <br />LRFD13: +1.2D+Eh+L+0.2S+0.21D <br />LRFD14: +1.2D-Eh+L+0.2S+0.21D <br />LRFD15: +0.9D+Eh-0.21D <br />LRFD16: +0.9D-Eh-0.21D <br />LRFD17: +0.9D+W <br />LRFD18: +0.9D <br />Combination 2 results: Envelop <br />X Vmax Vmin Mmax Mmin φMn_Pos φMn_Neg φVn Check <br />V <br />Check <br />M <br />10.95 1.72714 - <br />0.302845 8.66 0 19.08 25.45 14.17 Ok Ok <br />11 0.0154855 -1.42286 8.75 0 19.08 25.45 14.17 Ok Ok <br />11 0.0154855 -1.42286 8.75 0 19.08 25.45 14.17 Ok Ok <br />17.4 0.037155 -0.68286 2.47 -1.15 19.08 25.45 14.17 Ok Ok <br />Page 95 of 108 <br />1011 W Second St <br />5/1/2025