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Wall Footing <br />LIC# : KW-06019412, Build:20.24.04.04 Simple Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:12" x 24" Wall Footing w/ 2-#5 Top and Bot <br />Project File: enercalc warbler.ec6 <br />Project Title:Warbler St Residence <br />Engineer:Simple Engineering LLC <br />Project ID: <br />Project Descr:Kitchen and Master Bedroom Addition <br />Code References <br />Calculations per ACI 318-19, IBC 2021, ASCE 7-16 <br />Load Combinations Used : ASCE 7-16 <br />General Information <br />Material Properties Soil Design Values <br />1.50 <br />Analysis Settings <br />250.0ksi <br />No <br />ksfAllowable Soil Bearing = <br />= <br />2.50 <br />60.0 <br />3,122.0 <br />145.0 =0.30 <br />Flexure =0.90 <br />Shear = <br />ValuesM <br />0.00180 <br />2.0 <br />Soil Passive Resistance (for Sliding) <br />1.0 <br />1.0 <br />= <br />Increases based on footing Width <br />Allow. Pressure Increase per foot of width =ksf <br />when footing is wider than =ft: <br />= <br />AutoCalc Footing Weight as DL Yes <br />Adjusted Allowable Bearing Pressure ksf=1.50 <br />when base footing is below ft <br />pcf <br />Increase Bearing By Footing Weight <br />=pcf <br />Min. Overturning Safety Factor <br />= <br />: 1 <br />Increases based on footing Depth0.750 = <br />Soil/Concrete Friction Coeff. <br />Ec : Concrete Elastic Modulus <br />Min. Sliding Safety Factor <br />= <br />= <br />: 1 <br />Reference Depth below Surface ft <br />=Allow. Pressure Increase per foot of depth ksf <br />= <br />= <br />= <br />Concrete Density <br />= <br />Min Allow % Temp Reinf. <br />ksif'c : Concrete 28 day strength <br />fy : Rebar Yield ksi <br />Min Steel % Bending Reinf. <br />Dimensions <br />Footing Width 1.0 ft= <br />Wall center offset <br />from center of footing 0 in <br />= <br />= <br />Wall Thickness 6.0 in <br />Footing Thickness 24.0 in= <br />Rebar Centerline to Edge of Concrete... <br />=inat Bottom of footing 3.0 <br />Reinforcing <br /># <br />Bars along X-X Axis <br />Reinforcing Bar Size <br />= <br />5 <br />Bar spacing <br />= <br />4.00 <br />Applied Loads <br />0.450 0.260 <br />D Lr <br />ksf <br />L S <br />P : Column Load <br />OB : Overburden = <br />k <br />W E <br />M-zz <br />V-x =k <br />k-ft <br />Vx applied =in above top of footing <br />= <br />H <br />= <br />39 <br />2314 S Warbler St <br />ADDITION12/12/2024