Laserfiche WebLink
ASD12: +0.6D+0.6Weight-0.14D-0.14Weight+0.7Eh+Uplift-Pos-Eh <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 />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 471.12 467.66 1500 OK 1.28 0 0 <br />ASD02 471.12 467.66 1500 OK 1.28 0 0 <br />ASD03 571.57 452.33 1500 OK 1.28 -0.15 0 <br />ASD04 471.12 467.66 1500 OK 1.28 0 0 <br />ASD05 545.59 457.03 1500 OK 1.28 -0.11 0 <br />ASD06 471.12 467.66 1500 OK 1.28 0 0 <br />ASD07 739.59 156.04 1995 OK 1.28 0.84 0 <br />ASD07-1 779.29 202.65 1995 OK 1.28 -0.75 0 <br />ASD08 658.38 311.87 1995 OK 1.28 0.46 0 <br />ASD08-1 779.31 255.67 1995 OK 1.28 -0.65 0 <br />ASD09 672.47 233.94 1995 OK 1.28 0.62 0 <br />ASD09-1 701.38 269.77 1995 OK 1.28 -0.57 0 <br />ASD10 1071.31 0 1995 OK 1.28 1.29 0.01 <br />ASD11 923.61 118.43 1995 OK 1.28 0.99 0 <br />ASD12 1654.2 0 1995 OK 1.28 3.18 5.69 <br />ASD13 1067.36 2.85 1995 OK 1.28 -1.28 0 <br />ASD14 919.78 122.27 1995 OK 1.28 -0.98 0 <br />ASD15 1631.19 0 1995 OK 1.28 -3.17 2.04 <br /> <br />ASD12 <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 />Page 282 of 290