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I. Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 19 of 4E <br /> Project: LDK Homes Designer: Justin Spreitzer <br /> IS esign M Address 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project rf: <br /> Beam I S-P-F #2 2.000" X 10.000" 3-Ply - PASSED Level Main Floor <br /> 1 <br /> - . ^J' <br /> N ^ 9 1/4" <br /> +. r <br /> • <br /> ❑ ❑ <br /> 1 SPF End Grain 2 SPF End Grain <br /> 4'9" lz 't4 1/2" <br /> 4'9" <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 3 Design Method: ASD 1 0 686 1413 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 0 686 1413 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" 73% 686/1413 2100 L D+S <br /> Snow: 17PSF End <br /> Analysis Results Grain <br /> 2-SPF 1.500" 73% 686/1413 2100 L D+S <br /> Analysis Actual Location Allowed Capacity Comb. Case End <br /> Moment 2364 ft-lb 2'4 1/2" 6807 ft-lb 0.347(35%) D+S L Grain <br /> 2364 ft-lb 2'4 1/2" 6807 ft-lb 0.347(35%) D+S L <br /> Shear 1363 lb 3'11" 4308 lb 0.316(32%) D+S L <br /> LL Defl inch 0.015(L/3765) 2'4 1/2" 0.231(L/240) 0.060(6%) S L <br /> TL Defl inch 0.022(L/2534) 2'4 1/2" 0.308(L/180) 0.070(7%) 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 17-0-0 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 /> ritilerhe <br /> 9eoand rhe Order <br /> Version 2.0.05(Build 17.31.073)Powered by iStructT" <br /> Le++yI <br />