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• <br /> • page <br /> Project:Jerabek _ <br /> Location:Column 1 AmericanHomePlanners / <br /> Column „ 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.51Nx5.51Nx12.OFT <br /> — <br /> #2-Douglas-Fir-Larch-Wet Use StruCalc Version 9.0.1.0 12/15/2014 3:32:44 PM <br /> Section Adequate By:55.5% <br /> VERTICAL REACTIONS LOADING DIAGRAM <br /> Live Load: Vert-LL-Rxn= 1125 lb <br /> Dead Load: Vert-DL-Rxn= 942 lb <br /> Total Load: Vert-TL-Rxn= 2067 lb <br /> COLUMN DATA <br /> Total Column Length: 12 ft <br /> Unbraced Length(X-Axis)Lx: 12 ft Z <br /> Unbraced Length(Y-Axis)Ly: 12 ft <br /> Column End Condtion-K(e): 1 <br /> Axial Load Duration Factor 1.00 <br /> COLUMN PROPERTIES <br /> #2-Douglas-Fir-Larch <br /> Base Values Adjusted <br /> Compressive Stress: Fc= 1350 psi Fc'= 241 psi <br /> Cm=0.80 Cf=1.10 Cp=0.20 <br /> Bending Stress(X-X Axis): Fbx= 900 psi Fbx'= 995 psi <br /> Cm=0.85 CF=1.30 12ft <br /> Bending Stress(Y-Y Axis): Fby= 900 psi Fby'= 995 psi <br /> Cm=0.85 CF=1.30 <br /> Modulus of Elasticity: E= 1600 ksi E= 1440 ksi <br /> Column Section(X-X Axis): dx= 5.5 in <br /> Column Section(Y-Y Axis): dy= 3.5 in <br /> Area: A= 19.25 in2 <br /> Section Modulus(X-X Axis): Sx= 17.65 in3 <br /> Section Modulus(Y-Y Axis): Sy= 11.23 in3 <br /> Slenderness Ratio: Lex/dx= 26.18 <br /> Ley/dy= 41.14 <br /> A <br /> Column Calculations(Controlling Case Only): <br /> AXIAL LOADING <br /> Controlling Load Case:Axial Total Load Only(L+D) <br /> Actual Compressive Stress: Fc= 107 psi Live Load: PL= 1125 lb <br /> Allowable Compressive Stress: Fc'= 241 psi Dead Load: PD= 892 lb <br /> Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Column Self Weight: CSW= 50 lb <br /> Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-lb Total Load: PT= 2067 lb <br /> Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-lb <br /> Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-lb <br /> Bending Stress Lateral Loads Only(X-X Axis):Fbx= 0 psi <br /> Allowable Bending Stress(X-X Axis): Fbx'= 995 psi <br /> Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi <br /> Allowable Bending Stress(Y-Y Axis): Fby'= 995 psi <br /> Combined Stress Factor: CSF= 0.45 <br />