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10/20 <br />Project: TRUSS <br />EBA, THE LAND DEVELOPER, LLC November 29, 2017 <br />GAStructural Jobs\2017\17-124 Everett Inspection\ <br />Wood Beam Report: BmX002 <br />Member Details <br />Member Proaerties <br />Length <br />12.000 ft <br />Shape <br />SS2x10 <br />Material <br />Douglas Fir -Larch <br />Weight <br />35.964 lb <br />Framing <br />Beam <br />Beta <br />0 de <br />Connections <br />Start End <br />Node N002 N003 <br />Location (12, 0, Oft) (24, 0, 0 ft) <br />Support Free I Pinned <br />Analysis Results (First Order) <br />Load Combinations: ASCE 7-10 ASD,Deflection Checks <br />Extreme Forces <br />Extreme Deflections <br />all cases <br />Axial <br />0.000 lb <br />D+S <br />Total Dy <br />-0.052 in <br />D+S <br />My <br />0.000 lb-ft <br />-NA <br />Total Dz <br />0.000 in <br />-NA- <br />M. <br />-280.783 lb-ft <br />D+S <br />Beam Dy <br />-0.032 in <br />D+S <br />Vy <br />136.660 lb <br />D+S <br />Beam Dz <br />0.000 in <br />-NA- <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 />Type <br />Case <br />Demand <br />Capacity <br />Unity <br />Status <br />Reference <br />Strong Deflection Check <br />D+Lr+R <br />-0.030 in <br />0.600 in <br />0.05 <br />OK <br />IBC 1604.3.1 <br />Strong Flexure Check <br />D+.6H <br />-21543.574 psf <br />84668.076 psf <br />0.25 <br />OK <br />3.3-1 <br />Strong Shear Check <br />D+.6H <br />1960.953 psf <br />23328.001 psf <br />0.08 <br />OK <br />3.4-2 <br />--age-'s <br />VisualAnalysis 12.00.0020 (www.iesweb.com) <br />