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H� HAREZLAK <br />■ ENGINEERING <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Wall Footing <br />Project File: Moon RES.ec6 <br />LIC# : KW-06017599, Build:20.22.3.16 <br />HAREZLAK ENGINEERING (c) ENERCALC INC 1983-2022 <br />DESCRIPTION: F2 <br />Code References <br />Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 <br />Load Combinations Used : ASCE 7-16 <br />General Information <br />Material Properties <br />Soil Design Values <br />fc : Concrete 28 day strength = <br />2.50 ksi Allowable Soil Bearing = <br />1.50 ksf <br />fy : Rebar Yield = <br />60.0 ksi Increase Bearing By Footing Weight = <br />No <br />Ec : Concrete Elastic Modulus = <br />3,122.0 ksi Soil Passive Resistance (for Sliding) = <br />250.0 pcf <br />Concrete Density = <br />145.0 pcf Soil/Concrete Friction Coeff. = <br />0.30 <br />(P Values Flexure = <br />0.90 <br />Shear = <br />0.750 Increases based on footing Depth <br />Analysis Settings <br />Reference Depth below Surface <br />ft <br />Min Steel % Bending Reinf. = <br />Allow. Pressure Increase per foot of depth - <br />ksf <br />Min Allow % Temp Reinf. = <br />0.00180 when base footing is below = <br />ft <br />Min. Overturning Safety Factor = <br />1.0: 1 Increases based on footing Width <br />Min. Sliding Safety Factor = <br />1.0 : 1 Allow. Pressure Increase per foot of width = <br />ksf <br />AutoCalc Footing Weight as DL : <br />Yes when footing is wider than = <br />ft <br />Adjusted Allowable Bearing Pressure = <br />1.50 ksf <br />Dimensions <br />Reinforcing <br />Footing Width = 1.3333 ft <br />Footing Thickness = 10.0 in Bars along X-X Axis <br />Wall Thickness = 6.0 in <br />Rebar Centerline to Edge of Concrete... Bar spacing <br />= 11.00 <br />Wall center offset <br />at Bottom of footing = 3.0 in Reinforcing Bar Size <br />= # 4 <br />from center of footing = 0 in <br />6" <br />Z <br />X9. X <br />bars @ 11 in o �1 <br />4" <br />Z X-X Section Looking to+Z <br />Applied Loads <br />P : Column Load = <br />OB : Overburden = <br />V-x = <br />M-zz = <br />Vx applied = <br />D Lr L S W E H <br />0.290 0.560 k <br />ksf <br />in above top of footing <br />k <br />k-ft <br />Page 30 of 52 <br />