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1 <br /> r• <br /> - Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 17 of 4E <br /> Project: LDK Homes Designer: Justin Spreitzer <br /> isDesign" Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project#: <br /> Beam H S-P-F #2 2.000" X 10.000" 2-Ply - PASSED Level:Main Floor <br /> 1 <br /> +r w , 9 1/4„ <br /> • <br /> . • • . • • . )1\t <br /> ❑ = ❑ <br /> 1 SPF End Grain 2 SPF En Grain 3 SPF End Grain <br /> 4'3" 4'3" y " "j3" <br /> 8,6„ ---/ <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 2 Design Method: ASD 1 0 83 171 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 0 267 550 0 0 <br /> Deflection LL: 240 Load Sharing: No 3 0 83 171 0 0 <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" 14% 83/185 268 L_ D+S <br /> Snow: 17PSF End <br /> Analysis Results Grain <br /> 2-SPF 3.000" 21% 267/550 817 LL D+S <br /> Analysis Actual Location Allowed Capacity Comb. Case End <br /> Neg Moment -342 ft-lb 4'3" 3946 ft-lb 0.087(9%) D+S LL Grain <br /> -342 ft-lb 4'3" 3915 ft-lb 0.087(9%) D+S LL 3-SPF 1.500" 14% 83/185 268 _L D+S <br /> Pos Moment 215 ft-lb 6'9 3/8" 3946 ft-lb 0.054(5%) D+S L End <br /> Grain <br /> 215 ft-lb 6'9 3/8" 3946 ft-lb 0.054(5%) D+S _L <br /> Shear 288 lb 3'5 3/4" 2872 lb 0.100(10%) D+S LL <br /> LL Defl inch 0.001 1'11 3/8" 0.209(U240) 0.010(1%) S L_ <br /> (L/34379) <br /> TL Defl inch 0.002 1'11" 0.279(L/180) 0.010(1%) D+S L_ <br /> (L/25259) <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 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF <br /> Manufacturer Info Amerhart Ltd. <br /> 2631 Territorial Road,MN <br /> 55114 <br /> 800-879-8123 <br /> litnerhart <br /> Se}oeC the Cider' <br /> Version 2.0.05(Build 17.31.073)Powered by iStructT" <br />