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(„-p--\,..)) av*- Co Icl iv-t„t, 0....„ RkG tt.)/(2- 0 <br /> Col vfrt...".... (..i yvi-- cs12_ mks-) <br /> Column(2000 International Building Code(97 NDS)1 Ver:6.00.81 Column(2000 International Building Code(97 NDS))Ver:6.00.81 <br /> By: . ,Arrow Building Center on:02-27-2007: 3:59:47 PM By: . ,Arrow Building Center on: 02-27-2007 :3:58:45 PM <br /> Project: STRONG ARM CONST-1000-Location:BSMT COL SUPT'G STL BEAM AT BRG WALL Project: STRONG ARM CONST-1000-Location: BSMT COL SUPT'G STL BEAM UNDER LIV RM <br /> Summa <br /> Summa 5.25 x 5.5 x 9.0 FT/Combination Symbol#48-Visually Graded Southern Pine-Dry Use 5.25 x 5.5 x 9.0 FT/Combination Symbol#48-Visually Graded Southern Pine-Dry Use <br /> Section Adequate By:79.2% Section Adequate By:32.2% <br /> Vertical Reactions: Vertical Reactions: <br /> Live: Vert-LL-Rxn= 6347 LB Live: Vert-LL-Rxn= 18317 LB <br /> Dead: Vert-DL-Rxn= 2200 LB Dead: Vert-DL-Rxn= 9480 LB <br /> Total: Vert-TL-Rxn= 8547 LB Total: Vert-TL-Rxn= 27797 LB <br /> Axial Loads: Axial Loads: <br /> Live Loads: PL= 6347 LB Live Loads: PL= 18317 LB <br /> Dead Loads: PD= 2128 LB Dead Loads: PD= 9408 LB 1 <br /> r nh imp Golf U_ lofnht !`CUM= 72 I B ECIC cels 101/..tn1-.4.• .'`.CI.°a= 72 `o <br /> Total Loads: v PT= 8547 LB Total Loads: PT= 27797 LB <br /> Eccentricity(X-X Axis): ex= 0.00 IN Eccentricity(X-X Axis): ex= 0.00 IN <br /> Eccentricity(Y-Y Axis): ev= 0.00 IN Eccentricity(Y-Y Axis): ey= 0.00 IN <br /> Axial Duration Factor: Cd-Axial= 1.00 Axial Duration Factor: Cd-Axial= 1.00 <br /> Column Data: Column Data: <br /> Lend: L= 9.0 FT Length: L= 9.0 FT <br /> Maximum Unbraced Length(X-X Axis): Lx= 9.0 FT Maximum Unbraced Length(X-X Axis): Lx= 9.0 FT <br /> Maximum Unbraced Length (Y-Y Axis): Ly= 9.0 FT Maximum Unbraced Length(Y-Y Axis): Lv= 9.0 FT <br /> Column End Condition: Ke= 1.0 Column End Condition: Ke= 1.0 <br /> Calculated Properties: Calculated Properties: <br /> Column Section (X-X Axis): dx= 5.50 IN Column Section(X-X Axis): dx= 5.50 IN <br /> Column Section(Y-Y Axis): dy= 5.25 IN Column Section(Y-Y Axis): dv= 5.25 IN <br /> Area: A= 28.88 lN2 Area: A= 28.88 IN2 <br /> Section Modulus(X-X Axis): Sx= 26.47 IN3 Section Modulus(X-X Axis): Sx= 26.47 IN3 <br /> Section Modulus(Y-Y Axis): Sy= 25.27 IN3 Section Modulus(Y-Y Axis): Sv= 25.27 IN3 <br /> Slenderness Ratio: Lex/dx= 19.64 Slenderness Ratio: Lex/dx= 19.64 <br /> Ley/dy= 20.6 Ley/dy= 20.6 <br /> Properties For: Combination Symbol#48-Visually Graded Southern Pine Properties For:Combination Symbol#48-Visually Graded Southern Pine <br /> Compressive Stress: Fc= 2200 PSI Compressive Stress: Fc= 2200 PSI <br /> Modulus of Elasticity: E= 1700000 PSI Modulus of Elasticity: E= 1700000 PSI <br /> Bending Stress(X-X Axis): Fbx= 1600 PSI Bending Stress(X-X Axis): Fbx= 1600 PSI <br /> Bending Stress(Y-Y Axis): Fby= 2000 PSI Bending Stress(Y-Y Axis): Fby= 2000 PSI <br /> Adjusted Properties: Adjusted Properties: <br /> Fc': Fc'= 1420 PSI Fc': Fc'= 1420 PSI <br /> Adjustment Factors:Cd=1.00 Cp=0.65 Adjustment Factors: Cd=1.00 Cp=0.65 <br /> Column Calculations(Controlling Case Only): Column Calculations(Controlling Case Only): <br /> Controlling Load Case:Axial Total Load Only(L+ D) Controlling Load Case:Axial Total Load Only(L+ D) <br /> Compressive Stress: fc= 296 PSI Compressive Stress: fc= 963 PSI <br /> Allowable Compressive Stress: Fc'= 1420 PSI Allowable Compressive Stress: Fc'= 1420 PSI <br /> ARROW BUILDING CENTER <br /> 2000 West Tower Dr. <br /> Stillwater, MN 55082 ARROW BUILDING CENTER <br /> 2000 West Tower Dr. <br /> Stillwater, MN 55082 <br />