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Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 30 of 4E <br /> LPSo L I D STA RT°Project: LDK Homes Designer: Justin Spreitzer <br /> Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> DESIGN SOFTWARE <br /> Orono, MN Project#: <br /> Beam N LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Main Floor <br /> 2 <br /> 1 <br /> . Al / <br /> LP . . . LP . M 91/2' <br /> I I / <br /> 1 SPF 2 SPF <br /> 6'6" / / '1'3 1/2" <br /> 6'6" / <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 2 Design Method: ASD 1 2210 863 0 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 2210 863 0 0 0 <br /> Deflection LL: 480 Load Sharing: No <br /> Deflection TL: 360 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" 69% 863/2210 3073 L D+L <br /> Snow: 17 PSF 2-SPF 3.000" 69% 863/2210 3073 L D+L <br /> Analysis Results <br /> Analysis Actual Location Allowed Capacity Comb. Case <br /> Moment 4434 ft-lb 3'3" 10648 ft-lb 0.416(42%)D+L L <br /> Shear 2888 lb 5'6 1/4" 9088 lb 0.318(32%) D+L L <br /> LL Defl inch 0.070(U1053) 3'3" 0.153(L/480) 0.460(46%) L L <br /> TL Defl inch 0.097(L/757) 3'3" 0.204(U360) 0.480(48%) D+L L <br /> Design Notes <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 Dead Load Deflection:Instant=0.027",Long Term=0.041" <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 must have sheathing attached or be continously braced. <br /> 7 Bottom braced at bearings. <br /> 8 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 10-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF <br /> 2 Uniform 7-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF <br /> Self Weight 11 PLF <br /> Notes Manufacturer Info Amerhart Ltd. <br /> This component analysis 0 based on the bads. 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 responsiNe to <br /> ensure the accuracy of the input and me applicability to Nashville,TN 37219 800-879-8123 <br /> actual component <br /> conditions of the structure valid <br /> which this (888)820-0www.ipcorp.com lit& <br /> component Is intended.This analysis is valid only for the www.lpcorp.com <br /> product listed. <br /> Copyright 2016 All rights reserved by Louisiana Parc APA:S:RR- 5 ICC-ES:ESR-2403,L152 <br /> Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 <br /> 6/30/2018 Berard the Order' <br /> LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStrucV' <br />