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ASD15: +0.6D+0.6Weight-0.14D-0.14Weight-0.7Eh+Uplift-Neg-Eh <br />Load <br />Combinations q max q min q allowed <br />Check <br />Bearing <br />Stress <br />L/6 e L' <br />ASD01 534.75 513 1500 OK 0.33 0 0 <br />ASD02 759.75 738 1500 OK 0.33 0 0 <br />ASD03 729.75 708 1500 OK 0.33 0 0 <br />ASD04 534.75 513 1500 OK 0.33 0 0 <br />ASD05 849.75 828 1500 OK 0.33 0 0 <br />ASD06 703.5 681.75 1500 OK 0.33 0 0 <br />ASD07 417.75 396 1995 OK 0.33 0 0 <br />ASD08 762 740.25 1995 OK 0.33 0 0 <br />ASD09 615.75 594 1995 OK 0.33 0 0 <br />ASD10 609.62 584.82 1995 OK 0.33 0 0 <br />ASD11 762.32 738.18 1995 OK 0.33 0 0 <br />ASD12 245.99 235.98 1995 OK 0.33 0 0 <br />ASD13 609.62 584.82 1995 OK 0.33 0 0 <br />ASD14 762.32 738.18 1995 OK 0.33 0 0 <br />ASD15 245.99 235.98 1995 OK 0.33 0 0 <br /> <br />ASD05 <br />FOOTING DESIGN <br />In accordance with ACI318-19 <br />Material details <br />Compressive strength of concrete f'c = 2500 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+Uplift-Pos-W <br />Page 276 of 290