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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 597.25 575.5 1500 OK 0.33 0 0 <br />ASD02 879.75 858 1500 OK 0.33 0 0 <br />ASD03 879.75 858 1500 OK 0.33 0 0 <br />ASD04 597.25 575.5 1500 OK 0.33 0 0 <br />ASD05 1021 999.25 1500 OK 0.33 0 0 <br />ASD06 809.13 787.38 1500 OK 0.33 0 0 <br />ASD07 423.25 401.5 1995 OK 0.33 0 0 <br />ASD08 890.5 868.75 1995 OK 0.33 0 0 <br />ASD09 678.63 656.88 1995 OK 0.33 0 0 <br />ASD10 680.87 656.07 1995 OK 0.33 0 0 <br />ASD11 874.82 850.68 1995 OK 0.33 0 0 <br />ASD12 274.74 264.73 1995 OK 0.33 0 0 <br />ASD13 680.87 656.07 1995 OK 0.33 0 0 <br />ASD14 874.82 850.68 1995 OK 0.33 0 0 <br />ASD15 274.74 264.73 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 259 of 290