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Project:Mike Wilkinson page <br /> Location: (3)2X6 STUDS©MSTR BATH sfpucit AmericanHomePlanners <br /> Column 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Ut. Everett WA 98201 <br /> (3) 1.5INx5.5INx8.0FT <br /> #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 7/12/2018 5:12:31 PM <br /> Section Adequate By:55.4% <br /> CAUTIONS <br /> *Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 <br /> VERTICAL REACTIONS LOADING DIAGRAM <br /> Live Load: Vert-LL-Rxn= 2800 lb <br /> Dead Load: Vert-DL-Rxn= 1894 lb <br /> Total Load: Vert-TL-Rxn= 4694 lb <br /> COLUMN DATA <br /> Total Column Length: 8 ft . <br /> Unbraced Length(X-Axis)Lx: 8 ft ---- <br /> Unbraced Length(Y-Axis)Ly: 8 ft <br /> Column End Condtion-K(e): 1 <br /> Axial Load Duration Factor 1.00 <br /> COLUMN PROPERTIES <br /> #2-Hem-Fir <br /> ease Values Adjusted <br /> Compressive Stress: Fc= 1300 psi Fc'= 426 psi <br /> Cd=1.00 Cf=1.10 Cp=0.30 <br /> Bending Stress(X-X Axis): Fbx= 850 psi Fbx'= 1271 psi <br /> Cd=1.00 CF=1.30 Cr=1.15 aft <br /> Bending Stress(Y-Y Axis): Fby= 850 psi Fby'= 1271 psi <br /> Cd=1.00 CF=1.30 Cr=1.15 <br /> Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi <br /> Column Section(X-X Axis): dx= 5.5 in <br /> Column Section(Y-Y Axis): dy= 4.5 in <br /> Area: A= 24.75 in2 <br /> Section Modulus(X-X Axis): Sx= 22.69 in3 <br /> Section Modulus(Y-Y Axis): Sy= 6.19 in3 <br /> Slenderness Ratio: Lex/dx= 17.45 <br /> Ley/dy= 21.33 A <br /> Column Calculations(Controlling Case Only): AXIAL LOADING <br /> Controlling Load Case:Axial Total Load Only(L+D) <br /> Actual Compressive Stress: Fc= 190 psi Live Load: PL= 2800 lb <br /> Allowable Compressive Stress: Fc'= 426 psi Dead Load: PD= 1857 lb <br /> Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Column Self Weight: CSW= 37 lb <br /> Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-lb Total Load: PT= 4694 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'= 1271 psi <br /> Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi <br /> Allowable Bending Stress(Y-Y Axis): Fby'= 1271 psi <br /> Combined Stress Factor: CSF= 0.45 <br /> NOTES <br />