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Project:Bob Bryce page <br /> Location:(3)2X4 studs min @ Great rm ��,����y AmericanHomePlanners <br /> Column � r'� 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] n Everett WA 98201 <br /> (3)1.5IN x3.5INx8.0FT <br /> #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 7/24/2018 6:48:43 PM <br /> Section Adequate By:55.9% <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= 1750 lb <br /> Dead Load: Vert-DL-Rxn= 1235 lb <br /> Total Load: Vert-TL-Rxn= 2985 lb <br /> COLUMN DATA <br /> Total Column Length: 8 ft B <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 /> Base Values Adiusted <br /> Compressive Stress: Fc= 1300 psi Fc'= 430 psi <br /> Cd=1.00 Cf=1.15 Cp=0.29 <br /> Bending Stress(X-X Axis): Fbx= 850 psi Fbx'= 1466 psi <br /> Cd=1.00 CF=1.50 Cr-1.15 S n <br /> Bending Stress(Y-Y Axis): Fby= 850 psi Fby'= 1466 psi <br /> Cd=1.00 CF=1.50 Cr-1.15 <br /> Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi <br /> Column Section(X-X Axis): dx= 3.5 in <br /> Column Section(Y-Y Axis): dy= 4.5 in <br /> Area: A= 15.75 in2 <br /> Section Modulus(X-X Axis): Sx= 9.19 in3 <br /> Section Modulus(Y-Y Axis): Sy= 3.94 in3 <br /> Slendemess Ratio: Lex/dx= 27,43 <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= 1750 lb <br /> Allowable Compressive Stress: Fc'= 430 psi Dead Load: PD= 1212 lb <br /> Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Column Self Weight: CSW= 23 lb <br /> Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-lb Total Load: PT= 2985 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'= 1466 psi <br /> Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi <br /> Allowable Bending Stress(Y-Y Axis): Fby'= 1466 psi <br /> Combined Stress Factor: CSF= 0.44 <br /> NOTES <br /> 3/$ <br />