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Title Block Line 1 Project Title: <br /> You can change this area Engineer: Project ID: <br /> using the"Settings"menu item Project Descr: <br /> and then using the"Printing& <br /> Title Block"selection. <br /> Title Block Line 6 _ Printed:8 JUN 2015,3:25PM <br /> File=c:\CKPROJ-1\2015PR-1115-024-1\CA LCS1gravity.ec6 <br /> General Footing ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver:6.15.1.19 <br /> Lic.#:KW-06009431 Licensee:CK Engineering LLC <br /> Description: FTNG#1 <br /> Code References <br /> Calculations per ACI 318-11, IBC 2012, CBC 2013,ASCE 7-10 <br /> Load Combinations Used :ASCE 7-10 <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 = 40.0 ksi Increase Bearing By Footing Weight = No <br /> Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 150.0 pcf <br /> Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.250 <br /> c Values Flexure = 0.90 <br /> Shear = 0.750 Increases based on footing Depth <br /> Analysis Settings Footing base depth below soil surface = 0.0 ft <br /> Min Steel%Bending Reinf. = Allowable pressure increase per foot of deptl= 0.0 ksf <br /> Min Allow%Temp Reinf. = 0.00180 when footing base is below = 0.0 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 dept= 0.0 ksf <br /> Use ftg wt for stability,moments&shears : Yes when maximum length or width is greater= 0.0 ft <br /> Add Pedestal Wt for Soil Pressure : No <br /> Use Pedestal wt for stability,mom&shear : No <br /> Dimensions <br /> Width parallel to X-X Axis = 1.50 ft Z <br /> Length parallel to Z-Z Axis = 1.50 ft <br /> Footing Thicknes = 10.0 in <br /> Pedestal dimensions... X X <br /> px:parallel to X-X Axis = 0.0 in <br /> pz:parallel to Z-Z Axis _ 0.0 in T <br /> Height 0.0 inI <br /> Q <br /> Rebar Centerline to Edge of Concrete. m <br /> at Bottom of footing = 3.0 in 0. <br /> u <br /> Reinforcing 1' ." 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 2.C4B rn 2-u4.- <br /> Reinforcing Bar SIZE = # 4 <br /> Bandwidth Distribution Check (ACI 15.4.4.2) m <br /> Direction Requiring Closer Separation n/a X-X Section-looking m,Z - Z.Z Section lcok,g4o.X <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 = 0.770 0.0 0.60 2.010 0.0 0.0 0.0 k <br /> OB:Overburden = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf <br /> M-xx = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft <br /> M-zz = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft <br /> V-x = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k <br /> V-z = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k <br /> 1 <br />