Laserfiche WebLink
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 /> <br />ASD10 <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 />LRFD01: +1.4D+1.4Weight <br />LRFD02: +1.2D+1.2Weight+1.6L+0.5Lr <br />Page 176 of 213