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CAITLIN ROSEq::z <br /> Project Title: K� .DDITION <br /> Engineer: C <br /> ENGINEERING, LLB Project ID: 22-29 • <br /> Caitlin R. Wilhelm, PE Project Desch <br /> Pr,i..Ld -s AU;. <br /> General Footing File:Ftgs.ec6 I, <br /> Software copyright ENERCALC.INC.1983-2020.Build:12.20.8 24 <br /> Lic.#:KW-06012717 <br /> DESCRIPTION: Typ Ext Ftg <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 /> fc:Concrete 28 day strength = 2.50 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 = 2,880.95 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 = 1.50 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 = 1.0 ft <br /> Length parallel to Z-Z Axis = 1.0 ft Z <br /> Footing Thickness = 12.0 in <br /> x <br /> Pedestal dimensions... <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... 4. -- M <br /> at Bottom of footing = 3.0 in z: <br /> 0 <br /> Reinforcing W <br /> Bars parallel to X-X Axis <br /> Number of Bars = 2 <br /> Reinforcing Bar Size = # 4 <br /> Bars parallel to Z-Z Axis <br /> Number of Bars = 2 <br /> Reinforcing Bar Size = # 4 <br /> 2..i ears <br /> Bandwidth Distribution Check (ACI 15.4.4.2) 2-#4 Bars <br /> Direction Requiring Closer Separation • <br /> n/a <br /> #Bars required within zone n/a <br /> #Bars required on each side of zone n/a X-X Section Looking to«z Z.2 sa ow,,,e,o.x <br /> Applied Loads <br /> D Lr L S W E H <br /> P:Column Load = 0.165 0.220 0.0 0.2750 k <br /> OB:Overburden = ksf <br /> M-xx = k-ft <br /> M-zz = k-ft <br /> V-x = k <br /> V-z = k <br />