Laserfiche WebLink
l Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 3 of 48 <br /> yLP S 0 L I D STA RT'Project: LDK Homes Designer: Justin Spreitzer <br /> Address: 1 52 5 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> ww.r.e+isiii34 DESIGN SOFTWARE <br /> Orono, MN Project 4: <br /> Beam B LP-LVL 2900Fb-2.0E 1.750" X 14.000" 2-Ply - PASSED Level:Main Floor <br /> 1 <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • LP . • • <br /> • LP ,s. LP • �i . LP • <br /> 0 o i <br /> 1 SPF End Grain 2 SPF End Grain <br /> 18'6" y3 1/2" <br /> 18'6" <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 2 Design Method: ASD 1 0 916 1619 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 0 916 1619 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" 32% 916/1619 2535 L D+S <br /> Snow: 17 PSF End <br /> Analysis Results Grain <br /> 2-SPF 3.000" 32% 916/1619 2535 L D+S <br /> Analysis Actual Location Allowed Capacity Comb. Case End <br /> Moment 11252 ft-lb 9'3" 31083 ft-lb 0.362(36%) D+S L Grain <br /> Shear 2164 lb 1'4 1/4" 10707 lb 0.202(20%)D+S L <br /> LL Defl inch 0.282(L/770) 9'3 1/16" 0.604(L/360) 0.470(47%) S L <br /> TL Defl inch 0.442(L/492) 9'3 1/16" 0.906(U240) 0.490(49%) D+S L <br /> Design Notes <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 Dead Load Deflection:Instant=0.160",Long Term=0.240" <br /> 3 Fasten all plies using 3 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 5-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF <br /> Self Weight 14 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,s responsible to Nashville,TN 37219 <br /> re the accuracy of the input and the applicability to 800-879-8123 <br /> the <br /> actualensure <br /> conditions tea structureisis <br /> for which this (888)pcorp c 5 <br /> r kAllerharl <br /> component is intended.This analysis is valid only for the <br /> www.lpt:orp.com <br /> product listed. APA:PR-L280,ICC-ES:ESR-2403, <br /> Copyright 2016 All rights reserved by Louisiana Pacific LADBS:RR-25783,Florida:FL15228 <br /> Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until <br /> 8/30/2018 feia"a the Crce'" <br /> LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStruct"" <br />