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Load Case EQ 16-12.1 2019 CBC, Section 16.5.3.1 Basic Load Comb. Eq 16-12 <br />load D Lr L E W <br />factor 1.2394 0 0 0.7 0 <br />Overturning Moment <br />Force height h Brg. Depth D F x ( h+ D) <br />0.046 9 2 0.506 <br />0 0 2 0 <br />0 0 2 0 <br />0 0 2 0 <br />Mot= 0.506 k-ft <br />Load Factor * <br />Service Mot= 0.506 x 0.7 x 0.75 =0.27 k-ft <br /> * 25 percent reduction in Overturning moment at soil-foundation interface per ASCE7-16, Section 12.13.4 <br />Axial Load <br />D Lr L trib1 trib2 D Lr L <br />1.098 0 0 1 1 1 0 0 <br />0 0 0 1 1 0 0 0 <br /> 0 0 0 0 0 0 0 0 <br />footing 225 0 0 2 2 900 0 0 <br />Total= 901 0 0 <br />D Lr L <br />factor 1.2394 0 0 <br />Load 901 0 0 <br />Total 1117 0 0 =1.12 kips <br />Input <br />Footing dimensions <br />Width B= 2 feet <br />Footing extension Lext=0 <br />L= 2 feet <br />Thickness T= 1.5 feet <br />Footing Depth D= 2 feet <br />Allowable soils pressure Qa= 1.50 ksf <br />Overturning Moment Mot=0.27 k-ft <br />Footing Length <br />Unit Loads Total Loads <br />Footing with Overturnin <br />HOLD- 4621 W First <br />St12/19/2024