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Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr. <br /> i — <br /> General Footing <br /> --- — Project File:LIE RESIDENCE FOOTING.ec6--� <br /> i <br /> LIC#:KW-M15244,Build:20.22.10. 4 CG ENGINEERING (c)ENERCALC INC 1983.20 <br /> DESCRIPTION: Copy of FOUNDATION 1 <br /> Code References <br /> .........._._._ ----__ ------------------------------_ -- ------------------ ---- <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 Soil Design Values <br /> fc:Concrete 28 day strength - 2,500.0 ksi Allowable Soil Bearing = 2.0 ksf <br /> fy:Rebar Yield = 60.0 ksi Soil Density = 110.0 pcf <br /> Ec:Concrete Elastic Modulus = 3,122.0 ksi Increase Bearing By Fooling Weight - No <br /> Concrete Density = 145.0 pef Soil Passive Resistance(for Sliding) - 250.0 pcf <br /> <p Values Flexure = 0.90 Soil/Concrete Friction Coeff. - 0.450 <br /> Shear - 0.750 Increases based on footing Depth <br /> Analysis Settings Footing base depth below soil surface = 2.0 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 = 1.50:1 <br /> Min.Sliding Safety Factor = 1.50 :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 /> Add Pedestal Wt for Soil Pressure Yes when max,length or width is greater than <br /> - <br /> ft <br /> Use Pedestal wt for stability,mom&shear Yes <br /> Dimensions _ —_— <br /> Width parallel to X-X Axis = 3.250 ft <br /> Length parallel to Z-Z Axis - 3.250 ft Z <br /> Footing Thickness - 10.0 in <br /> ........................................ .J,8., <br /> Pedestal dimensions... X X <br /> px:parallel to X-X Axis = 20.0 in ` m <br /> pz:parallel to Z-Z Axis 20.0 in <br /> Height 12.0 in Z <br /> Rebar Centerline to Edge of Concrete... A :� <br /> at Bottom of footing = 3.0 in i- <br /> V-7-1/2" Z a <br /> Reinforcin _3'.=3. L" <br /> " <br /> ------------ ----- --------- _----- ..___._..... - <br /> Bars parallel to X-X Axis <br /> Number of Bars = 4.0 <br /> Reinforcing Bar Size = # 4 <br /> Bars parallel to Z-Z Axis <br /> Number of Bars = 4.0 <br /> Reinforcing Bar Size - # 4 <br /> Bandwidth Distribution Check (ACI 15.4.4.2) 4 #4 Bars 4 #4 Bars <br /> Direction Requiring Closer Separation <br /> n/a X-X Section Looking to+Z Z-Z$ecfion Looking to+X <br /> #Bars required within zone n/a <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 = 0.9940 3.611 1.504 k <br /> OB:Overburden = ksf <br /> ................. ..... ................................................................................ ................_........... ...................._.........._......._._..._.........._._.........._.............. .... <br /> .k� <br /> M-xx = <br /> M-zz = 3,245 k-ft <br /> V-x = k <br /> V-z = k <br /> 20 <br />