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ASD07: +D+0.6W <br />ASD08: +D+0.75L+0.45W+0.75Lr <br />ASD09: +D+0.75L+0.45W+0.75S <br />ASD10: +D+0.15D+0.7Eh <br />ASD11: +D+0.11D+0.525Eh+0.75L+0.75S <br />ASD12: +0.6D-0.15D+0.7Eh <br />ASD13: +D+0.15D-0.7Eh <br />ASD14: +D+0.11D-0.525Eh+0.75L+0.75S <br />ASD15: +0.6D-0.15D-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 360.82 357.54 1500 OK 3.68 -0.01 0 <br />ASD02 461.54 457.46 1500 OK 3.68 -0.01 0 <br />ASD03 598.17 592.34 1500 OK 3.68 -0.01 0 <br />ASD04 360.82 357.54 1500 OK 3.68 -0.01 0 <br />ASD05 614.37 608.58 1500 OK 3.68 -0.01 0 <br />ASD06 436.36 432.48 1500 OK 3.68 -0.01 0 <br />ASD07 443.34 229.3 1995 OK 3.68 1.18 0 <br />ASD08 672.93 515.73 1995 OK 3.68 0.5 0 <br />ASD09 496.83 337.72 1995 OK 3.68 0.71 0 <br />ASD10 552.02 274.09 1995 OK 3.68 1.25 0 <br />ASD11 577.45 370.41 1995 OK 3.68 0.81 0 <br />ASD12 301.75 21.51 1995 OK 3.68 3.2 0 <br />ASD13 555.8 270.31 1995 OK 3.68 -1.26 0 <br />ASD14 581.69 366.17 1995 OK 3.68 -0.83 0 <br />ASD15 303.23 20.03 1995 OK 3.68 -3.21 0 <br /> <br />ASD05 <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 />Page 94 of 108 <br />1011 W Second St <br />5/1/2025