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Project Title: <br />E H A R E Z LA K <br />H <br />Engineer: <br />Project ID: <br />iENGINEERING <br />ProjectDescr: <br />General Footing Project File: Moon RES.ec6 <br />LIC# : KW-06017599, Build:20.22.3.16 HAREZLAK ENGINEERING (c) ENERCALC INC 1983-2022 <br />DESCRIPTION: F1 <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 />3.0 ksi <br />Allowable Soil Bearing = <br />1.750 ksf <br />fy : Rebar Yield = <br />60.0 ksi <br />Soil Density = <br />110.0 pcf <br />Ec : Concrete Elastic Modulus = <br />3,122.0 ksi <br />Increase Bearing By Footing Weight = <br />No <br />Concrete Density = <br />145.0 pcf <br />Soil Passive Resistance (for Sliding) = <br />250.0 pcf <br />(P Values Flexure = <br />0.90 <br />Soil/Concrete Friction Coeff. = <br />0.30 <br />Shear = <br />0.750 <br />Increases based on footing Depth <br />Analysis Settings <br />Footing base depth below soil surface = <br />ft <br />Min Steel % Bending Reinf. <br />= <br />Allow press. increase per foot of depth = <br />ksf <br />Min Allow % Temp Reinf. <br />= 0.00180 <br />when footing base is below = <br />ft <br />Min. Overturning Safety Factor <br />= 1.0 <br />: 1 <br />Min. Sliding Safety Factor <br />= 1.0 <br />: 1 Increases based on footing plan dimension <br />Add Ftg Wt for Soil Pressure <br />Yes <br />Allowable pressure increase per foot of depth <br />Use ftg wt for stability, moments & shears <br />Yes <br />= <br />ksf <br />Add Pedestal Wt for Soil Pressure <br />No <br />when max. length or width is greater than <br />= <br />ft <br />Use Pedestal wt for stability, mom & shear <br />No <br />Dimensions <br />Width parallel to X-X Axis = <br />4.0 ft <br />Length parallel to Z-Z Axis = <br />4.0 ft <br />Z <br />Footing Thickness = <br />12.0 in <br />Pedestal dimensions... <br />px : parallel to X-X Axis = <br />pz : parallel to Z-Z Axis =_ <br />Height <br />Rebar Centerline to Edge of Concrete... <br />at Bottom of footing = <br />Reinforcing <br />in <br />in <br />in <br />3.0 in <br />Bars parallel to X-X Axis <br />Number of Bars — <br />6 <br />Reinforcing Bar Size = # <br />4 <br />Bars parallel to Z-Z Axis <br />Number of Bars = <br />6 <br />Reinforcing Bar Size = # <br />4 <br />Bandwidth Distribution Check (AC I 15.4.4.2) <br />M <br />Direction Requiring Closer Separation <br />n/a <br /># Bars required within zone <br />n/a <br /># Bars required on each side of zone <br />n/a <br />Applied Loads <br />D <br />Lr <br />P : Column Load = <br />OB : Overburden = <br />M-xx = <br />M-zz = <br />V-x = <br />V-z = <br />6.60 <br />x <br />6-#4Bars <br />X-X Section Looking to +Z <br />L S <br />17.630 <br />X <br />M <br />i <br />Io <br />aD <br />m <br />LU <br />w <br />6-#4Bars 4 <br />Z-Z Section Looking to +X <br />W E H <br />k <br />ksf <br />k-ft <br />k-ft <br />k <br />k <br />Page 28 of 52 <br />