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NKH Engineering Project Title: Hammer Remodel <br /> nkhengineering.com Engineer: AKR <br /> Project ID: 20-003 <br /> Project Descr: <br /> Printed: 4 MAR 2020,11:17PN <br /> D\NKH Engineeng1020 Projects12003 Hammer Remodel\Calculations\Hammer Framing&Foundations.ec6GeneCaI Footing Software copyright ENERCALC,INC.1983-2019,Build:12.19.11.30 <br /> 71 :KW416012717-WI AN <br /> DESCRIPTION: Footing @ B2/B3 Post <br /> Code References <br /> Calculations per ACI 318-11, IBC 2012, CBC 2013,ASCE 7-10 <br /> Load Combinations Used:ASCE 7-10 <br /> General Information <br /> Material Properties Soil Design Values <br /> Pc:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 1.50 ksf <br /> fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No <br /> Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 250.0 pcf <br /> Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 <br /> 9 Values Flexure = 0.90 <br /> Shear = 0.750 Increases based on footing Depth <br /> Analysis Settings Footing base depth below soil surface = 1.0 ft <br /> Min Steel%Bending Reinf. = Allow press.increase per foot of depth = ksf <br /> Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft <br /> Min.Overturning Safety Factor = 1.0 : 1 <br /> Min.Sliding Safety Factor = 1.0 : 1 Increases based on footing plan dimension <br /> Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth <br /> Use ftg wt for stability,moments&shears • Yes = ksf <br /> when max. <br /> Add Pedestal Wt for Soil Pressure No length or width is greater than <br /> ft <br /> Use Pedestal wt for stability,mom&shear No <br /> Dimensions <br /> Width parallel to X-X Axis = 1.750 ft <br /> Length parallel to Z-Z Axis = 1.750 ft Z <br /> Footing Thickness = 10.0 in <br /> Pedestal dimensions... x m <br /> px:parallel to X-X Axis = in -- <br /> pz:parallel to Z-Z Axis = in <br /> Height = in <br /> Rebar Centerline to Edge of Concrete... <br /> at Bottom of footing = 3.0 in <br /> a <br /> Reinforcing [ ,z _ w <br /> Bars parallel to X-X Axis <br /> Number of Bars = 4.0 <br /> Reinforcing Bar Size = # 4 �� y�f <br /> Bars parallel to Z-Z Axis T t � <br /> Number of Bars = 4.0 , <a�= <br /> Reinforcing Bar Size = # 4 a° 4 #4 Bars <br /> Bandwidth Distribution Check (ACI 15.4.4.2) <br /> Direction Requiring Closer Separation <br /> n/a <br /> #Bars required within zone n/a X-X Section Looking to+Z Zz ob,x <br /> #Bars required on each side of zone n/a <br /> Applied Loads <br /> D Lr L S W E H <br /> P:Column Load = 1.0 0.330 2.350 0.410 k <br /> OB:Overburden = ksf <br /> M-xx = k-ft <br /> M-zz = k-ft <br /> V-x = k <br /> V-z = k <br /> S18 <br />