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16/20 <br />Project: TRUSS <br />EBA, THE LAND DEVELOPER LLC November 29, 2017 <br />G\Structural Jobs\2017\17-124 Everett Inspection\ <br />Wood Bracing Report: V005 <br />Member Details <br />Member Properties <br />Length 6.747 ft <br />Shape SS2x4 <br />Material Douglas Fir -Larch <br />Weight 7.651 lb <br />Framing Bracing <br />Beta 0 de <br />Connections <br />Start End <br />Node N004 N002 <br />Location (6, 3.085, 0 ft) (12, 0, 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 />Axial <br />-518.958 lb <br />D+S <br />My <br />0.000 lb-ft <br />-NA- <br />Mz <br />5.738 lb-ft <br />D <br />Vy <br />-3.402 lb <br />D <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 />Controllina Design Checks <br />Extreme Displacements <br />Dx <br />0.023 in D+S <br />Dy <br />-0.037 in D+S <br />Dz <br />0.000 in -NA- <br />Type <br />Case <br />Demand <br />Capacity <br />Unity <br />Status <br />Reference <br />Combined Check <br />D+S <br />-NA- <br />-NA- <br />0.15 <br />OK <br />3.9-4 <br />Axial Check <br />D+S <br />14234.271 psf <br />85698.551 psf <br />0.17 <br />OK <br />3.6.3 <br />Strong Flexure Check <br />D+.6H <br />3237.121 psf <br />172732.337 psf <br />0.02 <br />OK <br />3.3-1 <br />Strong Shear Check <br />D+.6H <br />-139.968 psf <br />23328.001 psf <br />0.01 <br />OK <br />3.4-2 <br />VisualAnaiysis 12.00.0020 (www.iesweb.com) <br />