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ASD15 344.48 34.41 1995 OK 3.68 -3 0 <br /> <br />ASD05 <br />FOOTING DESIGN <br />In accordance with ACI318-19 <br />Material details <br />Compressive strength of concrete f'c = 4500 psi <br />Concrete type Normal <br />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 />Page 89 of 108 <br />1011 W Second St <br />5/1/2025