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Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 5 of 48 <br /> LPSOLID STA RT•Project: LDK Homes Designer: Justin Spreitzer <br /> ;:.,,;,�.,,,, Df SIGN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project#: <br /> Beam C LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply - PASSED Level:Main Floor <br /> 3 i 5 <br /> 4 -- - <br /> 2 <br /> 1a • + A ' / <br /> 1_P 1.P H 117/8" <br /> Q ,O / <br /> 1 SPF End Grain 2 SPF End Grain <br /> 6'6" / / 31/2" <br /> 66" / <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 2 Design Method: ASD 1 3371 2862 1819 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 3371 2365 797 0 0 <br /> Deflection LL: 360 Load Sharing: No <br /> Deflection TL: 240 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 3.000" 86% 2862/3893 6755 L D+0.75(L+S) <br /> Snow: 17 PSF End <br /> Analysis Results Grain <br /> 2-SPF 3.000" 73% 2365/3371 5736 L D+L <br /> Analysis Actual Location Allowed Capacity Comb. Case End <br /> Moment 14953 ft-lb 3'3" 19902 ft-lb 0.751(75%)D+L L Grain <br /> Shear 5308 lb 1'2 1/8" 7897 lb 0.672(67%) D+L L <br /> LL Defl inch 0.076(U962) 3'3" 0.204(L/360) 0.370(37%) L L <br /> TL Defl inch 0.128(L/573) 3'3" 0.306(L/240) 0.420(42%) D+L L <br /> Design Notes <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 Dead Load Deflection:Instant=0.052",Long Term=0.078" <br /> 3 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance <br /> not to exceed 6". <br /> 4 Refer to last page of calculations for fasteners required for specified loads. <br /> 5 Girders are designed to be supported on the bottom edge only. <br /> 6 Top loads must be supported equally by all plies. <br /> 7 Top must have sheathing attached or be continously braced. <br /> 8 Bottom braced at bearings. <br /> 9 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 6-3-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF <br /> 2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF <br /> 3 Part.Uniform 0-0-0 to 3-3-0 20-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF <br /> 4 Point 3-3-0 Top 2685 lb 5117 lb 0 lb 0 lb 0 lb <br /> Bearing Length 0-3-0 <br /> Continued on page 2... <br /> Notes Manufacturer Info Amerhart Ltd. <br /> This component analysis is based on the loads, Louisiana-Pacific Corp 2631 Territorial Road,MN <br /> geometry and other conditions as entered by the user 414 Union Street,Suite 2000 55114 <br /> and listed in this report.The user is responsile to <br /> ensure Nashville,TN 37219 <br /> the accuracy of the input and the applicability to 800-879-8123 <br /> the actual conditions of the structure for which this (888)820-0325 <br /> pAmponenis t .mended.The analysis is valid only for them <br /> www.lpcorp.co ��� <br /> product listed. <br /> Copyright 2016 All rights reserved by Louisiana Padre APA:PR-L280,ICC-ES:ESR-2403, <br /> Corp.ala union St Suite 2000.Nashville,TN 37219 This design is valid until LADES:RR-25783,Florida:FL15228 <br /> 6/30/2018 tetodd the Order" <br /> LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructr. <br />