Laserfiche WebLink
• • <br /> (�y`, �,. ,4, W r y; t� , and then using the Printing& <br /> ,:i r .:, lift AWB Engineering,Inc. <br /> k ' �<" . P. 206.650.6196 <br /> General Footingfile=cAUserslwadelDesktoplAINB201-21TOMMr-11Celslcals.ec6 <br /> ENERCALC,INC.1983-2013,Build:6.13.1.31,Ver:6.13.1.31 <br /> Lic.#:KW-06006706 Licensee:AWB ENGINEERING <br /> Description: Typical Spread Footing Deck <br /> Code References <br /> Calculations per ACI 318-05, IBC 2006,CBC 2007,ASCE 7-05 <br /> Load Combinations Used: IBC 2012 <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 = 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 = 1.50 :1 <br /> Min.Sliding Safety Factor = 1.50 :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 greater4 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 = 1.0 ft Z <br /> Length parallel to Z-Z Axis = 1.0 ft <br /> Footing Thicknes = 10.0 in <br /> Pedestal dimensions,.. X X <br /> px:parallel to X-X Axis = 0.0 in o m <br /> pz:parallel to Z-Z Axis = 0.0 in Q <br /> Height 0.0 in N <br /> Rebar Centerline to Edge of Concrete.. <br /> at Bottom of footing = 3.0 in ! 0 <br /> .__-.-. <br /> Reinforcing 11_0+r ii <br /> Bars parallel to X-X Axis ta) <br /> Number of Bars = 2.0 <br /> Reinforcing Bar Size = # 4 I <br /> Bars parallel to Z-Z Axis 2-#4 Bars <br /> Number of Bars = 2.0 2-#4 Bars <br /> Reinforcing Bar Sizt = # 4 <br /> Bandwidth Distribution Check (ACI 15.4.4.2) <br /> Direction Requiring Closer Separation n/a �'' <br /> #Bars required within zone n/a <br /> #Bars required on each side of zone n/a X=X Sion Looking to-+Z -- Z-Z Section Looking to+X <br /> Applied Loads _ <br /> - - D Lr L S - - W- - E H <br /> - - - <br /> P:Column Load = 0.20 0.0 0.80 0.0 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 />