Laserfiche WebLink
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 814.44 814.44 1500 OK 0.5 0 0 <br />ASD02 1304.44 1304.44 1500 OK 0.5 0 0 <br />ASD03 1256.67 1256.67 1500 OK 0.5 0 0 <br />ASD04 814.44 814.44 1500 OK 0.5 0 0 <br />ASD05 1513.61 1513.61 1500 OK 0.5 0 0 <br />ASD06 1181.94 1181.94 1500 OK 0.5 0 0 <br />ASD07 582.44 582.44 1995 OK 0.5 0 0 <br />ASD08 1339.61 1339.61 1995 OK 0.5 0 0 <br />ASD09 1007.94 1007.94 1995 OK 0.5 0 0 <br />ASD10 928.47 928.47 1995 OK 0.5 0 0 <br />ASD11 1271.53 1271.53 1995 OK 0.5 0 0 <br />ASD12 374.64 374.64 1995 OK 0.5 0 0 <br />ASD13 928.47 928.47 1995 OK 0.5 0 0 <br />ASD14 1271.53 1271.53 1995 OK 0.5 0 0 <br />ASD15 374.64 374.64 1995 OK 0.5 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 288 of 290