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Project Title: Allied Telesis- Monument Retro-Fit <br /> Engineer: B.B. <br /> Project ID: JTS_258023 <br /> Project Descr: Concrete Footing <br /> General Footing Project File:258023—Allied Telesis_Enercalc.ec6 <br /> LIC#:KW-06016471,Build:20.23.08.30 YJ INC. (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Concrete Footing <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 Soil Design Values <br /> f'c:Concrete 28 day strength = 2.50 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 Footing Weight = Yes <br /> Concrete Density = 145.0 pcf Soil Passive Resistance(for Sliding) = 300.0 pcf <br /> (P Values Flexure = 0.90 Soil/Concrete Friction Coeff. = 0.250 <br /> Shear = 0.750 Increases based on footing Depth <br /> Analysis Settings Footing base depth below soil surface = 1.667 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 No when max.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 = 5.0 ft <br /> Length parallel to Z-Z Axis = 3.50 ft Z <br /> Footing Thickness = 24.0 in <br /> Load location offset from footing center... <br /> ez:Prll to Z-Z Axis = -9 in <br /> in U <br /> Pedestal dimensions... x x <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 w <br /> o <br /> Z rn <br /> Reinforcing 5'-0• w <br /> Bars parallel to X-X Axis <br /> Number of Bars = 6.0 <br /> Reinforcing Bar Size = # 5 <br /> Bars parallel to Z-Z Axis <br /> Number of Bars = 10.0 <br /> Reinforcing Bar Size = # 5 <br /> Bandwidth Distribution Check (ACI 15.4.4.2) 6-25BWS 10-#5Bars N <br /> Direction Requiring Closer Separation <br /> x•x Secw-n lookinglo•7 ih <br /> Bars along Z-Z Axis Z-Z Section Looking to+X <br /> #Bars required within zone 82.4% <br /> #Bars required on each side of zone 17.6% <br /> Applied Loads <br /> D Lr L S W E H <br /> P :Column Load = 0.230 k <br /> OB :Overburden = ksf <br /> M-xx = 3.670 k-ft <br /> M-zz = k-ft <br /> V-x = k <br /> V-z = 0.960 k <br />