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------------------------------------......... <br /> Title Block Line 1 Project Title: <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 i",,d:22 F illl 2V22. 5 <br /> Genera[ Footing <br /> Software coiDynani ENERCAC.WC.190s-2020,804712 20 8 2 <br /> DESCRIPTION: MOMENT FOOTING <br /> Code References <br /> Calculations per ACI 318-14, IBC 2015,CIBC 2018,ASCE 7-10 <br /> Load Combinations Used:ASCE 7-16 <br /> General Information <br /> Material Properties "I Design Values <br /> Pc 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 P,-f 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 <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 when max,length or width is greater than ksf <br /> Add Pedestal Wt for Soil Pressure No <br /> ft <br /> Use Pedestal wt for stability,mom&shear No <br /> Dimensions <br /> Width parallel to X-X Axis = 2.50 ft <br /> Length parallel to Z-Z Axis = 2.50 ft <br /> Footing Thickness = 12.0 in <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... <br /> at Bottom of footing = 3.0 in ............. <br /> Reinforcing <br /> Bars parallel to X-X Axis <br /> Number of Bars 4 <br /> Reinforcing Bar Size # 4 <br /> Bars parallel to Z-Z Axis <br /> Number of Bars = 4 <br /> Reinforcing Bar Size # 4 <br /> Bandwidth Distribution Check (AC[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 /> 0 Lr L S W E H <br /> P:Column Load 1.192 4,247 k <br /> OB:Overburden ksf <br /> M-xx = 0-5920 0-3220 k-ft <br /> M-zz = k-ft <br /> V-x = k <br /> V-Z k <br />