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11 /20 <br />Project: TRUSS <br />EBA, THE LAND DEVELOPER, LLC November 29, 2017 <br />GAStructural Jobs12017\17-124 Everett Inspection) <br />Wood Beam Report: V001 <br />Member Details <br />Member Properties <br />Length <br />6.747 ft <br />Shape <br />SS2x8 <br />Material <br />Douglas Fir -Larch <br />Weight <br />15.848 lb <br />Framing <br />Beam <br />Beta <br />0 de <br />Connections <br />Start End <br />Node N001 N004 <br />Location (0, 0, Oft) (6, 3.085, 0 ft) <br />Support Other Fix Free <br />Analysis Results (First Order) <br />Load Combinations: ASCE 7-10 ASD,Deflection Checks <br />Extreme Forces <br />Axial <br />-1958.059 lb <br />D+S <br />My <br />0.000 lb-ft <br />-NA <br />Mz <br />210.876 lb-ft <br />D+S <br />Vy <br />-222.813 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 />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 />-0.020 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 />0.28 <br />OK <br />3.9-4 <br />Axial Check <br />D+S <br />25927.405 psf <br />84704.232 psf <br />0.31 <br />OK <br />3.6.3 <br />Strong Flexure Check <br />D+S <br />-26754.325 psf <br />154176.224 psf <br />0.17 <br />OK <br />3.3-1 <br />Strong Shear Check <br />D+S <br />-4425.536 psf <br />29808.001 psf <br />0.15 <br />OK <br />3.4-2 <br />VisualAnalysis 12aesweb.com) <br />