Laserfiche WebLink
• <br /> Project:Jerabek <br /> page <br /> Location:6X6 DF2 POST @ AT GREAT RM/STAIRS y(ak., AmericanHomePlanners <br /> - <br /> Column 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] - Everett WA 98201 <br /> 5.5 INx5.5INx9.0FT <br /> - #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.1.0 12/15/2014 3:31:26 PM <br /> Section Adequate By:42.8% <br /> VERTICAL REACTIONS LOADING DIAGRAM <br /> Live Load: Vert-LL-Rxn= 6776 lb <br /> Dead Load: Vert-DL-Rxn= 2895 lb <br /> Total Load: Vert-TL-Rxn= 9671 lb <br /> COLUMN DATA <br /> Total Column Length: 9 ft B <br /> Unbraced Length(X-Axis)Lx: 9 ft <br /> Unbraced Length(Y-Axis)Ly: 9 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= 700 psi Fc'= 559 psi <br /> Cd=1.00 Cp=0.80 <br /> Bending Stress(X-X Axis): Fbx= 750 psi Fbx'= 750 psi <br /> Cd=1.00 CF=1.00 en <br /> , <br /> Bending Stress(Y-Y Axis): Fby= 750 psi Fby'= 750 psi <br /> Cd=1.00 CF=1.00 <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= 5.5 in <br /> Area: A= 30.25 in2 <br /> Section Modulus(X-X Axis): Sx= 27.73 in3 <br /> Section Modulus(Y-Y Axis): Sy= 27.73 in3 <br /> Slenderness Ratio: Lex/dx= 19.64 -i- <br /> Ley/dy= 19.64 A <br /> Column Calculations(Controlling Case Only): AXIAL LOADING <br /> Controlling Load Case:Axial Total Load Only(L+D) <br /> Live Load: PL= 6776 lb <br /> Actual Compressive Stress: Fc= 320 psi Dead Load: PD= 2836 lb <br /> Allowable Compressive Stress: Fc'= 559 psi Column Self Weight: CSW= 59 lb <br /> Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Total Load: PT= 9671 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'= 750 psi <br /> Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi <br /> Allowable Bending Stress(Y-Y Axis): Fby'= 750 psi <br /> Combined Stress Factor: CSF= 0.57 <br />