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ASD05: +D+Weight+0.75L+0.75Lr <br />ASD06: +D+Weight+0.75L+0.75S <br />ASD07: +D+Weight+0.6W+Uplift-Pos-W <br />ASD08: +D+Weight+0.75L+0.45W+Uplift-Pos-W+0.75Lr <br />ASD09: +D+Weight+0.75L+0.45W+Uplift-Pos-W+0.75S <br />ASD10: +D+Weight+0.14D+0.14Weight+0.7Eh+Uplift-Pos-Eh <br />ASD11: +D+Weight+0.11D+0.11Weight+0.525Eh+Uplift-Pos-Eh+0.75L+0.75S <br />ASD13: +D+Weight+0.14D+0.14Weight-0.7Eh+Uplift-Neg-Eh <br />ASD14: +D+Weight+0.11D+0.11Weight-0.525Eh+Uplift-Neg-Eh+0.75L+0.75S <br />Load <br />Combinations q max q min q allowed <br />Check <br />Bearing <br />Stress <br />L/6 e L' <br />ASD01 633.15 623.7 1000 OK 1.67 0 0 <br />ASD02 816.06 803.88 1000 OK 1.67 0 0 <br />ASD03 663.3 653.4 1000 OK 1.67 0 0 <br />ASD04 633.15 623.7 1000 OK 1.67 0 0 <br />ASD05 792.95 781.11 1000 OK 1.67 0 0 <br />ASD06 770.33 758.84 1000 OK 1.67 0 0 <br />ASD07 620.43 0.42 1330 OK 1.67 -1.63 0 <br />ASD08 783.41 313.65 1330 OK 1.67 -0.69 0 <br />ASD09 760.79 291.38 1330 OK 1.67 -0.72 0 <br />ASD10 1348.07 84.74 1330 OK 1.67 1.48 0 <br />ASD11 1305.23 362.19 1330 OK 1.67 0.95 0 <br />ASD13 1358.85 73.96 1330 OK 1.67 -1.48 0 <br />ASD14 1317.77 349.65 1330 OK 1.67 -0.95 0 <br /> <br />ASD13 <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 />Page 237 of 290