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page <br /> Project:Jerabek <br /> Location:7 x 7 PARALLAM COLUMN AT GARAGE ;i'J(;al AmericanHomePlanners / <br /> Column 2812 Colby Avenue of <br /> [2012 International Building Code(2012 NDS)] Everett WA 98201 <br /> 7.0 INx7.0INx8FT <br /> ' 1.8E Parallam Column-iLevel Trus Joist StruCalc Version 9.0.1.0 12/15/2014 3:31:51 PM <br /> Section Adequate By:62.1% <br /> VERTICAL REACTION jQADI 0 DIAGRAM <br /> Live Load: Vert-LL-Rxn= 26678 lb <br /> Dead Load: Vert-DL-Rxn= 11502 lb <br /> Total Load: Vert-TL-Rxn= 38180 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 I <br /> Column End Condtion-K(e): 1 <br /> Axial Load Duration Factor 1.00 <br /> COLUMN PROPERTIES <br /> 1.8E Parallam Column-iLevel Trus Joist <br /> Base Values Adjuste <br /> Compressive Stress: Fc= 2500 psi Fc'= 2057 psi <br /> Cm=0.91 Cp=0.90 <br /> Bending Stress(X-X Axis): Fbx= 2400 psi Fbx'= 2548 psi <br /> Cd=1.00 CF=1.06 Elft <br /> Bending Stress(Y-Y Axis): Fby= 2400 psi Fby'= 2548 psi <br /> Cd=1.00 CF=1.06 <br /> Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi <br /> Column Section(X-X Axis): dx= 7 in <br /> Column Section(Y-Y Axis): dy= 7 in <br /> Area: A= 49 in2 <br /> Section Modulus(X-X Axis): Sx= 57.17 in3 <br /> Section Modulus(Y-Y Axis): Sy= 57.17 in3 <br /> Slenderness Ratio: Lex/dx= 13.71 J- <br /> Ley/dy= 13.71 <br /> A <br /> Column Calculations(Controlling Case Only): AXIAL LOADING <br /> Controlling Load Case:Axial Total Load Only(L+D) <br /> Actual Compressive Stress: Fc= 779 psi Live Load: PL= 26678 lb <br /> Dead Load: PD= 11379 lb <br /> Allowable Compressive Stress: Fc'= 2057 psi Column Self Weight: CSW= 123 lb <br /> Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Total Load: PT= 38180 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'= 2548 psi <br /> Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi <br /> Allowable Bending Stress(Y-Y Axis): Fby'= 2548 psi <br /> Combined Stress Factor: CSF a 0.38 <br />