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ASD11: +D+Weight+0.11D+0.11Weight+0.525Eh+0.75L+0.75S <br />ASD12: +0.6D+0.6Weight-0.14D-0.14Weight+0.7Eh <br />ASD13: +D+Weight+0.14D+0.14Weight-0.7Eh <br />ASD14: +D+Weight+0.11D+0.11Weight-0.525Eh+0.75L+0.75S <br />ASD15: +0.6D+0.6Weight-0.14D-0.14Weight-0.7Eh <br />Load <br />Combinations q max q min q allowed <br />Check <br />Bearing <br />Stress <br />L/6 e L' <br />ASD01 749.12 695.44 1500 OK 5 0.2 0 <br />ASD02 1006.5 804.77 1500 OK 5 0.57 0 <br />ASD03 862.79 781.74 1500 OK 5 0.26 0 <br />ASD04 749.12 695.44 1500 OK 5 0.2 0 <br />ASD05 1027.4 842.16 1500 OK 5 0.51 0 <br />ASD06 942.15 777.44 1500 OK 5 0.49 0 <br />ASD07 756.48 584.08 1995 OK 5 0.66 0 <br />ASD08 1032.92 758.64 1995 OK 5 0.78 0 <br />ASD09 947.67 693.92 1995 OK 5 0.79 0 <br />ASD10 932.4 714.41 1995 OK 5 0.67 0 <br />ASD11 1083.36 795.14 1995 OK 5 0.78 0 <br />ASD12 423 241.5 1995 OK 5 1.38 0 <br />ASD13 871.21 775.6 1995 OK 5 -0.28 0 <br />ASD14 965.76 912.74 1995 OK 5 0.15 0 <br />ASD15 398.3 266.2 1995 OK 5 -0.98 0 <br /> <br />ASD05 <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 />Page 199 of 213