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L ,1 <br /> 1 y <br /> Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page`44 of 4E+ <br /> LPSo L I D S TA RT'Project: LDK Homes Designer: Justin Spreitzer <br /> ...... OEStGN SOFT WARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project#: <br /> Beam W LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Basement <br /> I <br /> i <br /> 3 42 5 6 <br /> i 1 _ __ if l / <br /> • <br /> m , tEll 9 1/2„ <br /> . • <br /> ❑ I] O ❑ / <br /> 1 SPF End Grain 2 SPF En Grain 3 SPF En Grain 4 SPF End Grain <br /> 4'9" 4,9" 4'9" /--/3 1/2" <br /> 14'3" <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 2 Design Method: ASD 1 2195 1176 0 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 4894 2667 0 0 0 <br /> Deflection LL: 360 Load Sharing: No 3 4894 2667 0 0 0 <br /> Deflection TL: 240 Deck: Not Checked 4 2195 1176 0 0 0 <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 1.500" 75% 1170/2282 3453 L_L D+L <br /> Snow: 17 PSF End <br /> Analysis Results Grain <br /> 2-SPF 3.000" 84% 2674/5088 7762 LL_ D+L <br /> Analysis Actual Location Allowed Capacity Comb. Case End <br /> Neg Moment -1594 ft-lb 4'9" 10648 ft-lb 0.150(15%) D+L LL_ Grain <br /> Pos Moment 1325 ft-lb 2'15/16" 10648 ft-lb 0.124(12%) D+L L_L 3-SPF 3.000" 84% 2674/5088 7762 _LL D+L <br /> Shear 1350 lb 3'11 1/2" 9088 lb 0.149(15%) D+L LL_ End <br /> Grain <br /> LL Defl inch 0.014(U4136) 74 1/8" 0.156(L/360) 0.090(9%) L L_L 4-SPF 1.500" 75% 1170/2282 3453 L_L D+L <br /> TL Defl inch 0.020(L/2745) 73 3/4" 0.234(U240) 0.090(9%) D+L L_L End <br /> Design Notes Grain <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 Dead Load Deflection:Instant=0.007",Long Term=0.010" <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 10-0-0 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 Point 0-0-0 Top 686 lb 1413 lb 0 lb 0 lb 0 lb <br /> Bearing Length 0-3-0 <br /> Continued on page 2... <br /> Manufacturer Info Amerhart Ltd. <br /> Notes <br /> This component analysis is based on the wads. 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 o responsible to <br /> ensure the accuracy of the input and the applicability to Nashville,TN 37219 800-879-8123 <br /> the actual conditions of the structure for which this (888)820-0325 <br /> component is intended.Thu analysis is valid only for the www.lpcorp.com L,,�j <br /> roduct oared. APA:PR-L280,ICC-ES:ESR-2403, Amernar� <br /> Copyright 2016 At rights reserved by Louisiana Pedro 1II11L11111111Vllllllll► <br /> Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 f <br /> 6/30/2018 Boon rhe Order <br /> LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStnxtTM <br />