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Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 28 0717I. <br /> LPSo L I D STA RT"Project: LDK Homes Designer: Justin Spreitzer <br /> ,,.;,.. OESILN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project 4: <br /> Beam M LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply - PASSED Level:Main Floor <br /> 2 <br /> V 1 <br /> LP LP M It 11 '/8 <br /> o o IVYI <br /> 1 SPF End Grain 2 SPF End Grain <br /> 7'3" / '1'51/4" <br /> 73" / 'Y <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 3 Design Method: ASD 1 7098 4840 0 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 2284 1571 0 0 0 <br /> Deflection LL: 360 Load Sharing: Yes <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 6.000" 51% 4840/7098 11938 L D+L <br /> Snow: 17 PSF End <br /> Analysis Results Grain <br /> 2-SPF 3.000" 33% 1571/2284 3855 L D+L <br /> Analysis Actual Location Allowed Capacity Comb. Case End <br /> Moment 18512 ft-lb 2' 31048 ft-lb 0.596(60%)D+L L Grain <br /> Shear 11834 lb 1'51/8" 11845 lb 0.999 D+L L <br /> (100%) <br /> LL Defl inch 0.060(L/1318) 2'11 5/8" 0.221(L/360) 0.270(27%) L L <br /> TL Defl inch 0.101(L/783) 2'11 5/8" 0.331(U240) 0.310(31%)D+L L <br /> Design Notes <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 Dead Load Deflection:Instant=0.041",Long Term=0.062" <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 be laterally braced at a maximum of 2'o.c. <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 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF <br /> 2 Point 2-0-0 Top 6173 lb 9092 lb 0 lb 0 lb 0 lb <br /> Bearing Length 0-3-14 <br /> Self Weight 18 PLF <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 responsible to <br /> the accuracy of the input and the applicadrty to Nashville,TN 37219 800-879-8123 <br /> ensure <br /> the actual conditions of the structure for which this (888)820-0325 <br /> component is intended.This analysis is valid only for the www.lpcorp.corn <br /> product listed. liAmerhart <br /> Copyrightt201 <br /> APA:PR-L280,ICC-ES:ESR-2403,201fi All rights reserved by Louisiana Pauric <br /> Corp.414 Union St Suite 2000,Nashville.TN 37219This design is valid until <br /> LADES:RR-25783,Florida:FL15228 <br /> 6/30/2018 5eyand the Order' <br /> LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructt" <br />