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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:8JUN 2015,5.04PM <br /> t ".. . . ' �.' ry.n e f <br /> Lic.#:KW-06009431 Licensee:CK Engineering LLC <br /> Description: FTNG#2 <br /> Calculations per ACI 318-11, IBC 2012,CBC 2013,ASCE 7-10 <br /> Load Combinations Used :ASCE 7-10 <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 /> 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%Bending Reinf. = Allowable pressure increase per foot of deptl= 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 depi= ksf <br /> Use ftg wt for stability,moments&shears : Yes when maximum length or width is greater4 ft <br /> Add Pedestal Wt for Soil Pressure No <br /> Use Pedestal wt for stability,mom&shear : No <br /> Ditmensor sfi , m., <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 ;-,' z X <br /> • <br /> px:parallel to X-X Axis = in - <br /> pz:parallel to Z-Z Axis = in m <br /> Height in n <br /> Rebar Centerline to Edge of Concrete. `Q <br /> m <br /> at Bottom of footing = 3.0 in <br /> , ',$4.(,.... , <br /> II <br /> llitnforesiigr i; 1 " CO <br /> Bars parallel to X-X Axis <br /> Number of Bars = 2.0 <br /> Reinforcing Bar Size = # 4 <br /> Bars parallel to Z-Z Axis <br /> Number of Bars = 2.02-#4Bers 2-#4Bars <br /> • Reinforcing Bar Sizf = # 4 <br /> Bandwidth Distribution Check (ACI 15.4.4.2) <br /> m <br /> Direction Requiring Closer Separation n/a x_X Seaton-Looking,o,Z _. Z-Z Settion{, „9,a% <br /> #Bars required within zone n/a <br /> #Bars required on each side of zone n/a <br /> , <br /> Applied Loads , -,)/':4741A <br /> D Lr L S W E ... H <br /> P:Column Load = 1.0 2.10 k <br /> OB:Overburden = ksf <br /> M-xx = k-ft <br /> M-zz = k-ft <br /> V-x = k <br /> V-z = k <br />