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Project: 45918 <br />Axial Loads <br />Live Loads: <br />Dead Loads: <br />Total Loads: <br />Column Data <br />Length: <br />Column End Condition: <br />Eccentricity X Axis: <br />Eccentricity Y Axis: <br />Column Design Stresses <br />Compressive Stress: <br />Modulus of Elasticity: <br />Bending Stress: <br />Bending Stress: <br />Adjusted Properties <br />K Factor <br />J Factor <br />Wood Column 191 UBC (86 NDS)1 Ver. 3.02 <br />By: BUILDING DEPARTMENT, CITY OF EVERETT on: 05-01-1995 <br />Location: CRAWL SPACE POST <br />Controlling Duration Factor: <br />Controlling Direction: Y Axis <br />Compressive Stress: <br />Allowable Compressive Stress: <br />Column Properties <br />Area: <br />Section Modulus X: <br />Section Modulus Y: <br />Length Depth Ratio: <br />Column Bending Calculations <br />Eccentricity Moment X Axis: <br />Eccentricity Moment Y Axis: <br />Banding Stress X Axis: <br />Bending Stress Y Axis: <br />Allowable Bending Stress IX Axis): <br />Allowable Bending Stress IY Axis): <br />Combined Stress Factor: <br />Column Inadequate By: 165 % <br />Base Reactions <br />Live: <br />Dead: <br />Total: <br />Maximum Unbraced Length (X): <br />Maximum Unbraced Length (Y): <br />Column Section (X): <br />Column Section (Y): <br />Summary: 3.50 x 3.50 p2 - HEM -FIR - Dry Use <br />LL= <br />3600 <br />LBS <br />DL= <br />700 <br />LBS <br />TL= <br />4300 <br />LBS <br />L = <br />9.0 <br />FT <br />Ke= <br />1.0 <br />ex= <br />1.0 <br />IN <br />ey= <br />1.0 <br />IN <br />Fc parl= <br />875 <br />PSI <br />E= <br />1400000 <br />PSI <br />Fbx= <br />1000 <br />PSI <br />Fby= <br />1000 <br />PSI <br />K = <br />26.8 <br />Jx= <br />1.0 <br />Jy= <br />1.0 <br />X axis Length Class= <br />Long <br />Y-axis Length Class= <br />Long <br />Cd= <br />1.00 <br />fc= <br />351 <br />PSI <br />Fax= <br />441 <br />PSI <br />Fay= <br />441 <br />PSI <br />A= <br />12.25 <br />IN 2 <br />Sx= <br />7.1 <br />IN 3 <br />Sy= <br />7.1 <br />IN 3 <br />Lox/dx= <br />30.9 <br />Ley/dy= <br />30.9 <br />Mx = <br />4300 <br />IN LBS <br />My= <br />4300 <br />IN LBS <br />fbx= <br />602 <br />PSI <br />fby= <br />602 <br />PSI <br />F'bx- <br />1000 <br />PSI <br />F'by= <br />1000 <br />PSI <br />CSF= <br />2.65 <br />TLL= <br />3600 <br />LES <br />TDL= <br />731 <br />LBS <br />TTL= <br />4331 <br />LBS <br />Lx = <br />9.00 <br />FT <br />Ly= <br />9.00 <br />FT <br />dx= <br />3.50 <br />IN <br />dy= <br />3.50 <br />IN <br />