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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 682.24 597.76 1500 OK 0.42 -0.03 0 <br />ASD02 1124.86 945.54 1500 OK 0.42 -0.04 0 <br />ASD03 1046.02 883.58 1500 OK 0.42 -0.04 0 <br />ASD04 682.24 597.76 1500 OK 0.42 -0.03 0 <br />ASD05 1287.04 1072.96 1500 OK 0.42 -0.04 0 <br />ASD06 1014.21 858.59 1500 OK 0.42 -0.03 0 <br />ASD07 506.98 460.06 1995 OK 0.42 -0.02 0 <br />ASD08 1155.6 969.68 1995 OK 0.42 -0.04 0 <br />ASD09 882.76 755.32 1995 OK 0.42 -0.03 0 <br />ASD10 777.75 681.45 1995 OK 0.42 -0.03 0 <br />ASD11 1089.25 924.35 1995 OK 0.42 -0.03 0 <br />ASD12 313.83 274.97 1995 OK 0.42 -0.03 0 <br />ASD13 777.75 681.45 1995 OK 0.42 -0.03 0 <br />ASD14 1089.25 924.35 1995 OK 0.42 -0.03 0 <br />ASD15 313.83 274.97 1995 OK 0.42 -0.03 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 253 of 290