Laserfiche WebLink
Project: SURINDER page <br /> Location: COL1 AmericanHomePlanners <br /> Column 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> (2) 1.5 INx5.5INx6.67FT <br /> #2-Hem-Fir-Dry Use StruCalc Version 9.0.2.5 2/17/2017 1:58:14 PM <br /> Section Inadequate By:6.4% <br /> CAUTIONS <br /> *Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3,1 <br /> VERTICAL REACTIONS 1.OADING DIAGRAM <br /> Live Load: Vert-LL-Rxn= 2929 lb <br /> Dead Load: Vert-DL-Rxn= 2248 lb <br /> Total Load: Vert-TL-Rxn= 5177 lb <br /> COLUMN DATA <br /> Total Column Length: 6.67 ft B <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'= 295 psi <br /> Cd=1.00 Cf=1.10 Cp=0.21 <br /> Bending Stress(X-X Axis): Fbx= 850 psi Fbx'= 1105 psi <br /> Cd=1.00 CF=1.30 6.fi7 <br /> Bending Stress(Y-Y Axis): Fby= 850 psi Fby'= 1105 psi <br /> Cd=1.00 CF=1.30 <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= 3 in <br /> Area: A= 16.5 in2 <br /> Section Modulus(X-X Axis): Sx= 15.13 in3 <br /> Section Modulus(Y-Y Axis): Sy= 4.13 in3 <br /> Slenderness Ratio: Lex/dx= 14.55 <br /> Ley/dy= 26.68 A <br /> Column Calculations(Controlling Case Only): AXIAL LOADING <br /> Controlling Load Case:Axial Total Load Only(L+D) <br /> FAILED-Actual Compressive Stress: Fc= 314 psi Live Load: PL= 2929 lb <br /> FAILED-Allowable Compressive Stress: Fc'= 295 psi Dead Load: PD= 2227 lb <br /> Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Column Self Weight: CSW= 21 lb <br /> Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-lb Total Load. PT= 5177 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'= 1105 psi <br /> Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi <br /> Allowable Bending Stress(Y-Y Axis): Fby'= 1105 psi <br /> FAILED-Combined Stress Factor: CSF= 1.06 <br /> NOTES <br />