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ASD09 1044 233.28 1995 OK 1.37 0.87 0 <br />ASD10 1282.82 102.28 1995 OK 1.37 1.16 0 <br />ASD11 1156.41 270.99 1995 OK 1.37 0.85 0 <br />ASD12 1259.17 0 1995 OK 1.37 2.89 4.56 <br />ASD13 1282.82 102.28 1995 OK 1.37 -1.16 0 <br />ASD14 1156.41 270.99 1995 OK 1.37 -0.85 0 <br />ASD15 1259.17 0 1995 OK 1.37 -2.89 3.64 <br /> ASD10 <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+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 <br />LRFD05: +1.2D+1.2Weight+1.6Lr-0.5W <br />LRFD06: +1.2D+1.2Weight+1.6S+L <br />LRFD07: +1.2D+1.2Weight+1.6S+0.5W <br />LRFD08: +1.2D+1.2Weight+1.6S-0.5W <br />LRFD09: +1.2D+1.2Weight+W+L+0.5Lr <br />LRFD10: +1.2D+1.2Weight-W+L+0.5Lr <br />LRFD11: +1.2D+1.2Weight+W+L+0.5S <br />LRFD12: +1.2D+1.2Weight-W+L+0.5S <br />LRFD13: +1.2D+1.2Weight+Eh+L+0.2S+0.21D+0.21Weight <br />Page 193 of 213