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ASD08 882.49 707.51 1995 OK 1.57 0.17 0 <br />ASD09 936.18 524.88 1995 OK 1.57 0.44 0 <br />ASD10 1074.6 635.4 1995 OK 1.57 0.4 0 <br />ASD11 1012.2 682.8 1995 OK 1.57 0.3 0 <br />ASD12 564.6 125.4 1995 OK 1.57 1 0 <br />ASD13 1074.6 635.4 1995 OK 1.57 -0.4 0 <br />ASD14 1012.2 682.8 1995 OK 1.57 -0.3 0 <br />ASD15 564.6 125.4 1995 OK 1.57 -1 0 <br /> ASD03 <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 />Page 187 of 213