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page <br /> Project: SURINDER <br /> Location:4x6 HF2 post or(3)2x6 hf2 at rear bem rm/hip mstr a+'i�C3� AmericanHomePlanners <br /> Column 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> (3)1.5 IN x 5.5 IN x 6.67 FT <br /> #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 2/17/2017 1:57:33 PM <br /> Section Adequate By:49.4% <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= 3741 lb <br /> Dead Load: Vert-DL-Rxn= 3071 lb <br /> Total Load: Vert-TL-Rxn= 6812 lb <br /> COLUMN DATA <br /> Total Column Length: 6.67 ft <br /> Unbraced Length(X-Axis)Lx: 6.67 ft <br /> Unbraced Length(Y-Axis)Ly: 6.67 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 Adjusted <br /> Compressive Stress: Fc= 1300 psi Fc'= 544 psi <br /> Cd=1.00 Cf=1.10 Cp=0.38 <br /> Bending Stress(X-X Axis): Fbx= 850 psi Fbx'= 1271 psi <br /> Cd=1.00 CF=1.30 Cr=1.15 6.67 rt <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= 14.55 <br /> A <br /> Ley/dy= 17.79 A <br /> Column Calculations(Controlling Case Only): <br /> Controlling Load Case:Axial Total Load Only(L+ D) AXIAL LOADING <br /> Actual Compressive Stress: Fc= 275 psi Live Load: PL= 3741 lb <br /> Allowable Compressive Stress: Fc'= 544 psi Dead Load: PD= 3040 lb <br /> Column Self Weight: CSW= 31 lb <br /> Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Total Load: PT= 6812 lb <br /> Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-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= 0.51 <br /> NOTES <br />