Laserfiche WebLink
• <br /> 1 Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> General Footing Project File:230803_enercalc trib_210208_s2306010.ec6 <br /> LIC#:KW-06017385,Build:20.23.08.30 SOUND STRUCTURAL SOLUTIONS (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: North Footing <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 /> fc:Concrete 28 day strength = 3.0 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 Footing Weight = No <br /> Concrete Density = 145.0 pcf Soil Passive Resistance(for Sliding) = 250.0 pcf <br /> pi 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 = 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 Yes 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 = 4.50 ft <br /> Length parallel to Z-Z Axis = 4.50 ft z <br /> Footing Thickness = 12.0 in <br /> Pedestal dimensions... X f, 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 _. <br /> :o <br /> Reinforcing __ __ 4 s° UJ <br /> Bars parallel to X-X Axis <br /> Number of Bars - 4 <br /> Reinforcing Bar Size = # 5 <br /> Bars parallel to Z-Z Axis <br /> Number of Bars = 4 <br /> ReinforcingB Size = # 5 <br /> ar 4-#5Bd(S . o <br /> Bandwidth Distribution Check (ACI 15.4.4.2) c <br /> Direction Requiring Closer Separation X-X Section_ooking to+Z Z-Z Section Locking 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 = 20.153 16.213 k <br /> OB:Overburden = ksf <br /> M-xx = k-ft <br /> M-zz = k-ft <br /> V-x = k <br /> V-z = k <br /> 311140, <br />