Laserfiche WebLink
' Project Title: <br /> ii <br /> _ Engineer: <br /> Project ID:UMLAUF ENGINEERS Project Descr: <br /> Printed: 4 APR 2021,12:30PM <br /> General Footin BIe:Zap.ec6 <br /> 9 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 <br /> Lic.#:KW-06011909 L2 Engineers <br /> DESCRIPTION: Fl <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 = 3.0 ksi Allowable Soil Bearing = 3.0 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 /> cp 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 /> 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 = 3.0 ft <br /> Length parallel to Z-Z Axis = 3.0 ft <br /> Footing Thickness = 12.0 in <br /> Pedestal dimensions... X X <br /> px:parallel to X X Axis = in g - - <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 /> _Io <br /> 0 <br /> Z w <br /> Reinforcing l 3'-0- <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) <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 <br /> Applied Loads <br /> D Lr L S W E H <br /> P:Column Load = 5.0 14 k <br /> OB:Overburden = ksf <br /> M-xx = k-ft <br /> M-zz = k-ft <br /> V-x = k <br /> V-z = k <br />