1132 90TH ST SW 2018-01-02 MF Import

Column) 2006 International Buildinq Code (05 NDS) ) Ver. 7.01.14 By: Peter Chopelas , Chopelas & Associates, Inc. on: 07-11-2011 : 1:32:40 PM Project: saala - Location: end column Summary: 3.5 IN x 3.5 IN x. 13 FT / A2 - Hem -Fir- Dry Use Section Adequate By: 47.1 % Vertical Reactions: Live: Vert-LL-Rxn , 700 LB Dead: Vert-DL-R), -- 530 LB Total: Vert-TL-Rxn= 1230 LB Axial Loads: Live Loads: PL= 700 LB Dead Loads: PD= 500 LB Column Self Weight: CSW= 30 LB Total Loads: PT= 1230 LB Eccentricity (X-X Axis): ex= 040 IN Eccentricity (Y-Y Axis): ev= 0.40 IN Axial Duration Factor. Cd-Axial= 1.15 Column Data: Length: L= 13.0 FT Maximum Unbraced Lenqth (X-X Axis): Lx= 13.0 FT Maximum Unbraced Length (Y-Y Axis): Lv= 13.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X-X Axis): dx- 3.50 IN Column Section (Y-Y Axis): dv= 3.50 IN Area: A= 12.25 IN2 Section Modulus (X-X Axis): Sx= 7.15 IN3 Section Modulus (Y-Y Axis): Sy= 7.15 IN3 Slenderness Ratio: Lex/dx= 44.57 Ley/dy= 44.6 Properties For: 92- Hem -Fir Compressive Stress: Fc= 1300 PSI Bendinq Stress (X-X Axis): Fbx= 850 PSI Bending Stress (Y-Y Axis): Fbv= 850 PSI Modulus of Elasticity: E= 1300000 PSI Adjusted Modulus of Elasticity: E-Min= 470000 PSI Adjusted Properties: Fbx': Fbx'= 1466 PSI Adjustment Factors: Cd=1.15 CF=1.50 Fb Fby'= 1466 PSI Adjustment Factors: Cd=1.15 CF=1.50 Adjustment re: 190 PSI Adjustment Factors: Cd=1.15 Cf=1.15 Cp=0.11 Column Calculations (Controlling Case Or'y): Controllinq Load Case: Axial Total Load Only (L + D) Compressive Stress: fc= 100 PSI Allowable Compressive Stress: Fc'= 190 PSI Eccentricity Moment (X-X Axis): Mx -ex= 40 FT -LB Eccentricity Moment (Y-Y Axis): My-ey= 40 FT -LB Bendinq Stress Lateral Loads Only (X-X Axis): fbx= 0 PS) Allowable Bendinq Stress (X-X Axis): Fbx'= 1466 PSI Bending Stress Lateral Loads Only (Y-Y Axis): fbv= 0 PSI Allowable Bendinq Stress (Y-Y Axis): Fbv'= 1466 PSI Combined Stress Factor: CSF= 0.53