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14/20 <br />Project: TRUSS <br />EBA, THE LAND DEVELOPER, LLC November29, 2017 <br />G:\Structural Jobs\2017\17-124 Everett Inspection\ <br />Wood Column Report: COL001 <br />Member Details <br />Member Properties <br />Length 6.170 ft <br />Shape SS2x4 <br />Material Douglas Fir -Larch <br />Weight 6.997 lb <br />Framing Column <br />Beta 0 de <br />Connections <br />Start End <br />Node N002 N005 <br />Location (12, 0, 0 ft) (12, 6.170, 0 ft) <br />Support Free Free <br />End Release DX, RX Rigid, Rigid Rigid, Rigid <br />End Release DY, RY Rigid, Rigid Rigid, Rigid <br />End Release DZ, RZ Rigid, Rigid Rigid, Rigid <br />Analysis Results (First Order) <br />Load Combinations: ASCE 7-10 ASD,Deflection Checks <br />Extreme Forces <br />Extreme Drift all cases <br />Axial <br />760.970 lb <br />D+S <br />Drift Dy 0.000 in D+S <br />My <br />0.000 lb-ft <br />-NA- <br />I Drift Dz 0.000 in -NA- <br />Mz <br />-0.000 lb-ft <br />D+S <br />Vy <br />-0.000 lb <br />D+S <br />Vz <br />0.000 lb <br />-NA- <br />Torsion <br />0.000 lb-ft <br />-NA- <br />Wood Design per NDS 2012 ASD <br />Controlling Design Checks <br />Type Case Demand Capacity Unity Status Reference <br />Axial Check D+S 20872.319 psf 142829.997 psf 0.15 OK 3.8.1 <br />,per <br />VisualAnalysis 12.00.0020 (www.iesweb.com) <br />