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ASD15: +0.6D-0.14D-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 531.37 530.86 1500 OK 3.03 -0.01 0 <br />ASD02 541.37 540.82 1500 OK 3.03 -0.01 0 <br />ASD03 605.89 603.65 1500 OK 3.03 -0.01 0 <br />ASD04 531.37 530.86 1500 OK 3.03 -0.01 0 <br />ASD05 594.6 593.09 1500 OK 3.03 -0.01 0 <br />ASD06 538.87 538.33 1500 OK 3.03 -0.01 0 <br />ASD07 744.7 264 1995 OK 3.03 1.44 0 <br />ASD08 753.09 394.46 1995 OK 3.03 0.94 0 <br />ASD09 698.87 338.19 1995 OK 3.03 1.05 0 <br />ASD10 881.8 329.14 1995 OK 3.03 1.38 0 <br />ASD11 804.35 389.7 1995 OK 3.03 1.04 0 <br />ASD12 522.29 0 1995 OK 3.03 3.42 1.17 <br />ASD13 881.23 329.71 1995 OK 3.03 -1.39 0 <br />ASD14 803.76 390.29 1995 OK 3.03 -1.06 0 <br />ASD15 523.31 0 1995 OK 3.03 -3.43 16.96 <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 <br />LRFD02: +1.2D+1.6L+0.5Lr <br />LRFD03: +1.2D+1.6Lr+L <br />LRFD04: +1.2D+1.6Lr+0.5W <br />LRFD05: +1.2D+1.6Lr-0.5W <br />LRFD06: +1.2D+1.6S+L <br />Page 100 of 108 <br />1011 W Second St <br />5/1/2025