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Title Block Line 1 Project Title: t <br /> -You can change this area Engineer: <br /> using the'Settings'menu item Project ID: <br /> and then using the'Printing& Project Descr: <br /> Title Block'selection. <br /> Title Block Line 6 Printed;17 NOV 2021, 3:59PM <br /> F00tl>t� <br /> j t:NER%At. � <br /> Lie-#;KVV-060J1301 <br /> � �itiC. •:B�Yi:13..2D.5.17 <br /> DESCRIPTION: ftg <br /> Code References <br /> Calculations per ACI 318-14, IBC 2018, CBC 2019,ASCE 7-16 <br /> Load Combinations Used : IBC 2018 <br /> General Information <br /> Material Properties Soil Design Values <br /> fc:Concrete 28 day strength = 3.0 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 = 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 = ft <br /> Min Steel�/o 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 /> Use Pedestal wt for stability,mom&shear No ft <br /> Dimensions <br /> Width parallel to X-X Axis - 2.0 ft <br /> Length parallel to Z-Z Axis = 2.0 ft <br /> Footing Thickness - 12.0 in <br /> Pedestal dimensions... <br /> px:parallel to X-X Axis = 12 in - — <br /> pz:parallel to Z-Z Axis - 12 in W <br /> Height - 18 in <br /> Rebar Centerline to Edge of Concrete... <br /> at Bottom of footing = 3.0 in I <br /> Reinforcing <br /> Bars parallel to X-X Axis <br /> Number of Bars = 4.0 <br /> Reinforcing Bar Size = # 4 <br /> - <br /> Bars parallel to Z Z Axis <br /> Number of Bars = 4 <br /> Reinforcing Bar Size = # 4 <br /> Bandwidth Distribution Check (AC115.4.4.2) <br /> Direction Requiring Closer Separation <br /> n/a �. L.... <br /> #Bars required within zone n/a <br /> #Bars required on each side of zone <br /> Applied Loads <br /> D Lr L S W E H <br /> P:Column Load = k <br /> OB:Overburden - ksf <br /> M-xx = k-ft <br /> M-zz - k-ft <br /> ---------------.-.-----..__.___.._____ _._ ...................-_. _ <br /> V-x - k <br /> V-z = k <br />