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' Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 47 of 4E <br /> LPS 0 L I D STA RT'Project: LDK Homes Designer: Justin Spreitzer <br /> • ,a�;,.a; IE SIGN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project#: <br /> Beam X LP-LVL 2900Fb-2.0E 1.750" X 9.500" 3-Ply - PASSED Level:Basement <br /> 3 <br /> 2 <br /> 1 <br /> LP . • • LP • )/1',,I, b .. <br /> • <br /> 0 I I 11/2 <br /> 1 SPF End Grain 2 SPF End Grain <br /> 7'9" ji X51/4" <br /> 7,9" <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 3 Design Method: ASD 1 6200 2729 0 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 6200 2729 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 4.500" 50% 2729/6200 8929 L D+L <br /> Snow: 17 PSF End <br /> Analysis Results Grain <br /> 2-SPF 4.500" 50% 2729/6200 8929 L D+L <br /> Analysis Actual Location Allowed Capacity Comb. Case End <br /> Moment 14622 ft-lb 310 1/2" 20369 ft-lb 0.718(72%) D+L L Grain <br /> Shear 6385 lb 11 1/4" 9476 lb 0.674(67%) D+L L <br /> LL Defl inch 0.147(L/581) 3'10 9/16" 0.238(L/360) 0.620(62%) L L <br /> TL Defl inch 0.212(L/404) 310 9/16" 0.356(L/240) 0.590(59%) D+L L <br /> Design Notes <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 Dead Load Deflection:Instant=0.065",Long Term=0.097" <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 20-0-0 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 Uniform 20-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF <br /> Self Weight 14 PLF <br /> Manufacturer Info Amerhart Ltd. <br /> Notes <br /> rens 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 /> end feted in this report.The user is responsible to 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 /> component is intended.This analysis is valid only W W W.lcor for the COIi <br /> Allerhe <br /> product Bated. P pm <br /> Copyright 2016 All rights reserved by Louisiana Paan APA:PR-L280,ICC-ES:ESR-2403, <br /> corp.ata union St Suite 2000,Nashville.TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 <br /> 6/30/2018 Beyond the Order <br /> LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStruct*u <br />