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Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 38 of 48 <br /> 1..P S 0 L I D S TA RT'Project: LDK Homes Designer: Justin Spreitzer <br /> •••••11111•101011.1 DESIGN SOFT WARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project#: <br /> Beam Q LP-LVL 2900Fb-2.0E 1.750"X 9.500" 3-Ply - PASSED Level:Basement <br /> 4'• 8 - <br /> 7 <br /> ----- 6 " <br /> 5 -- <br /> 3 <br /> 2 <br /> 1 V — <br /> . • • • , e )II y/ r <br /> 1.P 1.12M ^ 3 1/2" <br /> = <br /> 1 SPF End Grain 2 SPF End Grain <br /> 6'7 1/2" / <br /> 'I' ''5 1/4" <br /> 6'7 1/2" <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 3 Design Method: ASD 1 2935 1671 63 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 5106 3393 528 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 3.000" 39% 1671/2935 4606 L D+L <br /> Snow: 17 PSF End <br /> Analysis Results Grain <br /> 2-SPF 4.500" 48% 3393/5106 8499 L D+L <br /> Analysis Actual Location Allowed Capacity Comb. Case End <br /> Moment 10575 ft-lb 4'9" 20369 ft-lb 0.519(52%)D+L L Grain <br /> Shear 6752 lb 5'6 1/4" 9476 lb 0.713(71%)D+L L <br /> LL Deft inch 0.068(U1081) 3'6 11/16" 0.204(U360) 0.330(33%) L L <br /> TL Defl inch 0.110(L/667) 3'7" 0.306(U240) 0.360(36%) D+L L <br /> Design Notes <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 Dead Load Deflection:Instant=0.042",Long Term=0.063" <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 9-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF <br /> 2 Uniform 6-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF <br /> 3 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF <br /> 4 Point 4-9-0 Top 2365 lb 3371 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 responsible to <br /> ensure the accuracy of the Input and the applicability to Nashville,TN 37219 800-879-8123 <br /> me actual conditions of the structure for which this (888)820-0325 <br /> component is intended.This analysis is valid only for the www.lpcorp.com <br /> product listed.201 ,�j„ <br /> CopydgM 201fi All rights ghfs reserved by Louisiana PacificAPA:PR-L280,ICC-ES:ESR-2403, /NI�Y�It a <br /> Corp.414 Union St Suite 2000,Nashville.TN 37219 This design is valid until LADES:RR-25783,Florida:FL15228 <br /> 813012018 fe)oed the Order' <br /> LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStruct"" <br />