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12/20 <br />Project: TRUSS <br />EBA, THE LAND DEVELOPER, LLC- November29, 2017 <br />G:\Structural Jobs\2017\17-124 Everett inspection\ <br />Wood Beam Report: V002 <br />Member Details <br />Member Properties <br />Length 6.747 ft <br />Shape SS2x8 <br />Material Douglas Fir -Larch <br />Weight 15.848 lb <br />Framing Beam <br />Beta 0 de <br />Connections <br />Start End <br />Node N004 N005 <br />Location (6, 3.085, Oft) (12, 6.170, Oft) <br />Support Free Free <br />Analysis Results (First Order) <br />Load Combinations: ASCE 7-10 ASD,Deflection Checks <br />Extreme Forces <br />Axial <br />-1447.617 lb <br />D+S <br />My <br />0.000lb-ft <br />-NA- <br />Mz <br />-254.782lb-ft <br />D+S <br />Vy <br />-209.654 lb <br />D+S <br />Vz <br />0.000 lb <br />-NA- <br />Torsion <br />0.000lb-ft <br />-NA- <br />Wood Design per NDS 2012 ASD <br />Controllina Desian Checks <br />Extreme Deflections tall cases <br />Total Dy <br />-0.039 in <br />D+S <br />Total Dz <br />0.000 in <br />-NA- <br />Beam Dy <br />-0.007 in <br />D+S <br />Beam Dz <br />0.000 in <br />-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 />0.26 <br />OK <br />3.9-3 <br />Axial Check <br />D+S <br />19168.442 psf <br />84704.232 psf <br />0.23 <br />OK <br />3.6.3 <br />Strong Flexure Check <br />D+S <br />-33503.091 psf <br />154176.224 psf <br />0.22 <br />OK <br />3.3-1 <br />Strong Shear Check <br />D+S <br />-4164.165 psf <br />29808.001 psf <br />0.14 <br />OK <br />3.4-2 <br />0 VisualAnalysis 12.00.020 (www.iesweb.com) <br />