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Dibble Engineers, Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> (425)828-4200 Project Descr: <br /> DEI <br /> General Footing Project File:23-079 charter club.ec6 <br /> LIC#:KW-06014989,Build:20,23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: FTG 3 (BELOW RCOL1) <br /> Code References <br /> Calculations per ACI 318-14, IBC 2018, CBC 2019,ASCE 7-16 <br /> Load Combinations Used : IBC 2021 <br /> General Information <br /> Material Properties Soil Design Values <br /> f'c:Concrete 28 day strength - 2.50 ksi Allowable Soil Bearing = 1.50 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 = No <br /> Concrete Density = 145.0 pcf Soil Passive Resistance(for Sliding) = 250.0 pcf <br /> (P Values Flexure = 0.90 Soil/Concrete Friction Coeff. = 0.30 <br /> Shear = 0.750 Increases based on footing Depth <br /> Analysis Settings Footing base depth below soil surface = It <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 /> 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 = 2.0 ft <br /> Length parallel to Z-Z Axis = 2.0 ft Z <br /> Footing Thickness = 8.0 in <br /> i <br /> Pedestal dimensions... X X <br /> px: parallel to X-X Axis = in o <br /> pz: parallel to Z-Z Axis = in <br /> Height - in <br /> Rebar Centerline to Edge of Concrete... co <br /> at Bottom of footing = 3.0 in <br /> rn <br /> Reinforcing Za ip^ w <br /> Bars parallel to X-X Axis <br /> Number of Bars = 2.0 <br /> Reinforcing Bar Size = # 4 <br /> Bars parallel to Z-Z Axis <br /> Number of Bars = 2.0 2 - # 4 Bars 2 - #4 Bars _ <br /> Reinforcing Bar Size = # 4 pp <br /> Bandwidth Distribution Check (ACI 15.4.4.2) (h co <br /> Direction Requiring Closer Separation X-X Section Looking to +Z Z-Z Section Looking to +X <br /> n/a <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 = 1 7;1 1 911 2392 k <br /> OB: Overburden = ksf <br /> M-xx = k-ft <br /> M-zz = k-ft <br /> V-x = k <br /> V-z = k <br />