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0.190 0.190 0 22.1 Lr <br />0.095 0.095 0 22.1 L <br />Footing analysis for soil and stability <br />Load combinations per ASCE 7-16 <br />ASD01: +D <br />ASD02: +D+L <br />ASD03: +D+Lr <br />ASD04: +D+S <br />ASD05: +D+0.75L+0.75Lr <br />ASD06: +D+0.75L+0.75S <br />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 465.74 376.24 1500 OK 3.68 0.4 0 <br />ASD02 623.25 484.9 1500 OK 3.68 0.47 0 <br />ASD03 777.95 625.13 1500 OK 3.68 0.41 0 <br />ASD04 465.74 376.24 1500 OK 3.68 0.4 0 <br />ASD05 818.03 644.4 1500 OK 3.68 0.45 0 <br />ASD06 583.87 457.73 1500 OK 3.68 0.46 0 <br />ASD07 537.62 215.85 1995 OK 3.68 1.58 0 <br />ASD08 871.94 524.12 1995 OK 3.68 0.93 0 <br />ASD09 637.78 337.44 1995 OK 3.68 1.14 0 <br />ASD10 710.77 257.5 1995 OK 3.68 1.73 0 <br />ASD11 766.48 367.74 1995 OK 3.68 1.3 0 <br />ASD12 385.17 0 1995 OK 3.68 3.8 0.36 <br />ASD13 607.84 360.43 1995 OK 3.68 -0.93 0 <br />ASD14 630.49 503.73 1995 OK 3.68 -0.4 0 <br />Page 88 of 108 <br />1011 W Second St <br />5/1/2025