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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 amcd ,;,Pk ze,n 4 C:M1 <br /> Combined FOS�fi tl File=d:\Documents\ENERCALC Data Filest7421.ec6 <br /> g ENERCALC INC 1983-2016,Build 616.3 30 Ver 6 i)25 <br /> Lic•#; )KW-0600813 . >, 'Licensee;.STRUCTURAL DESIGN ASSOCIATES <br /> Description: --None-- <br /> Code References <br /> Calculations per ACI 318-08, IBC 2009, CBC 2010,ASCE 7-10 <br /> Load Combinations Used :ASCE 7-05 <br /> General Information <br /> Material Properties AnalysisfDesign Settings <br /> f'c:Concrete 28 day strength 2.50 ksi Calculate footing weight as dead load? Yes <br /> fy:Rebar Yield 60 ksi Calculate Pedestal weight as dead load? No <br /> Ec:Concrete Elastic Modulus 3122 ksi Min Steel%Bending Reinf(based on'd') <br /> Concrete Density 145 pcf Min Allow%Temp Reinf(based on thick) 0.0018 <br /> :Phi Values Flexure: 0.9 Min.Overturning Safety Factor 1:1 <br /> Shear: 0.75 Min.Sliding Safety Factor 1:1 <br /> Soil Information <br /> Allowable Soil Bearing 1.50 ksf Soil Bearing Increase <br /> Increase Bearing By Footing Weight No Footing base depth below soil surface 1.330 ft <br /> Increases based on footing Depth.... <br /> Soil Passive Sliding Resistance 250 pcf Allowable pressure increase per foot 0 ksf <br /> re ,v to: rnonny base depti tea; ._t o:tc,Ce, when base of footing is below 0 ft <br /> Coefficient of Soil/Concrete Friction .35 Increases based on footing Width... <br /> Allowable pressure increase per foot 0 ksf <br /> when maximum length or width is greater than 0 ft <br /> Maximum Allowed Bearing Pressure 10 ksf <br /> (.4 valu.of zero implies no Emit) <br /> Adjusted Allowable Soil Bearing 1.50 ksf <br /> (Allowable Soil Bearing adjusted for footing weight and <br /> depth&width increases as specified by user.) <br /> Dimensions& Reinforcing <br /> Distance Left of Column#1 = 2.0 ft Pedestal dimensions... As Bars left of Col#1 Count Size# Provided RqAs <br /> Between Columns 4.0 ft Col#1 Col#2 d <br /> = <br /> Distance Right of Column#2 = 2 ft Bottom Bars 6.0 5 1.860 1.620 in^2 <br /> Total Footing Length = 8.0 ft Sq.Dim. = 12 12 in Top Bars 6.0 5 1.860 1.620 in^2 <br /> Height = 0 0 in Bars Btwn Cols <br /> Footing Width = 5.0 ft Bottom Bars 6.0 5 1.860 1.620 inA2 <br /> Footing Thickness = 15.0 in <br /> lop Bay 6.0 5 1,860 1.620 inA2 <br /> Bars Right of Col#2 <br /> Rebar Center to Concrete Edge @ Top = 3 in Bottom Bars 9 5 2.790 1.620 in^2 <br /> Rebar Center to Concrete Edge @ Bottom = 3 in Top Bars 9.0 5 2.790 1.620 in^2 <br /> Applied Loads <br /> Applied @ Left Column D Lr L S W E H <br /> Axial Load Downward = 0 0 0 0 0 0 k <br /> Moment(+CW) = 0 0 0 0 0 0 0 k-ft <br /> Shear(+X) = 0 0 0 0 0 0 0 k <br /> Applied @ Right Column <br /> Axial Load Downward = 0 0 0 0 0 0 k <br /> Moment(+CW) = 0 0 0 0 0 0 0 k-ft <br /> Shear(+X) = 0 0 0 0 0 0 0 k <br /> Overburden = 0 0 0 0 .0 0 <br /> 9..#5 o <br /> "' 6#5 <br /> - 6• 9-#5 <br /> 2.-0" 41.4I <br /> . 4'-0" _ 2'_0j <br /> 8'-0 <br /> tLt ld� <br />