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• Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 21 of 4f <br /> isDesign M Project: LDK Homes Designer: Justin Spreitzer <br /> Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project#: <br /> Beam J S-P-F #2 2.000" X 10.000" 3-Ply - PASSED Level:Main Floor <br /> 1 <br /> • IA Jl / <br /> y io <br /> N ^ 9 1/4" <br /> • • <br /> 1::: ❑ / <br /> 1 SPF End Grain 2 SPF End Grain <br /> 4'5" / '' t4 1/2" <br /> 4'5" / <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 3 Design Method: ASD 1 0 676 1391 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 0 676 1391 0 0 <br /> Deflection LL: 240 Load Sharing: Yes <br /> Deflection TL: 180 Deck: Not Checked <br /> Importance: Normal <br /> Temperature: Temp<=100°F <br /> General Load Bearings <br /> Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. <br /> Dead: 15 PSF 1-SPF 1.500" 72% 676/1391 2067 L D+S <br /> Snow: 17 PSF End <br /> Analysis Results Grain <br /> 2-SPF 1.500" 72% 676/1391 2067 L D+S <br /> Analysis Actual Location Allowed Capacity Comb. Case End <br /> Moment 2155 ft-lb 2'2 1/2" 6807 ft-lb 0.317(32%) D+S L Grain <br /> 2155 ft-lb 2'2 1/2" 6807 ft-lb 0.317(32%) D+S L <br /> Shear 1287 lb 10" 4308 lb 0.299(30%) D+S L <br /> LL Defl inch 0.012(L/4450) 2'2 1/2" 0.215(L/240) 0.050(5%) S L <br /> TL Defl inch 0.017(L/2995) 22 1/2" 0.286(L/180) 0.060(6%) D+S L <br /> Design Notes <br /> 1 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance <br /> not to exceed 6". <br /> 2 Refer to last page of calculations for fasteners required for specified loads. <br /> 3 Girders are designed to be supported on the bottom edge only. <br /> 4 Top loads must be supported equally by all plies. <br /> 5 Top must have sheathing attached or be continously braced. <br /> 6 Bottom braced at bearings. <br /> 7 Lateral slenderness ratio based on single ply width. <br /> ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments <br /> 1 Uniform 18-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF <br /> Manufacturer Info Amerhart Ltd. <br /> 2631 Territorial Road,MN <br /> 55114 <br /> 800-879-88123mQla� <br /> Il,Mlleha t <br /> Bel ".d the Order <br /> Version 2.0.05(Build 17.31.073)Powered by iStruct'" <br /> Ir,r, <br />