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Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 14 of 4/i <br /> LPSO L I D STA RT•Project: LDK Homes Designer: Justin Spreitzer <br /> .,,..,,;e. DESibNSOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project#: <br /> Beam G LP-LVL 29001=b-2.0E 1.750" X 11.875" 3-Ply- PASSED Level:Main Floor <br /> I 5 I <br /> 3 4 6 <br /> 214 . <br /> 1 <br /> • <br /> • <br /> • <br /> • <br /> • • • • • , A A <br /> LP LP N N N 11 b/8 <br /> o i IVVI , <br /> 1 SPF End Grain 2 LSL <br /> / 8' / 'j' 'I'S 1/4" <br /> / / <br /> 8' <br /> Member Information Reactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 3 Design Method: ASD 1 2923 1931 511 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 11486 8392 1589 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" 41% 1931/2923 4854 L D+L <br /> Snow: 17 PSF End <br /> Analysis Results Grain <br /> 2-LSL 6.000" 92% 8392/11486 19878 L D+L <br /> Analysis Actual Location Allowed Capacity Comb. Case <br /> Moment 13982 ft-lb 6' 31048 ft-lb 0.450(45%) D+L L <br /> Shear 8720 lb 6'6 7/8" 11845 lb 0.736(74%) D+L L <br /> LL Defl inch 0.067(U1316) 4'4 1/8" 0.246(11360) 0.270(27%) L L <br /> TL Defl inch 0.109(L/809) 4'3 15/16" 0.369(L/240) 0.300(30%) D+L L <br /> Design Notes <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 BEARING 2 REQUIRES RIM BOARD,FULL-DEPTH BLOCKING,SQUASH BLOCKS OR <br /> OTHER DEVICE TO BE DESIGNED AND INSTALLED TO TRANSFER 4562 LB. <br /> 3 Dead Load Deflection:Instant=0.042",Long Term=0.063" <br /> 4 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.sMaximum end distance <br /> not to exceed 6". <br /> 5 Refer to last page of calculations for fasteners required for specified loads. <br /> 6 Girders are designed to be supported on the bottom edge only. <br /> 7 Top loads must be supported equally by all plies. <br /> 8 Top must have sheathing attached or be continously braced. <br /> 9 Bottom braced at bearings. <br /> 10 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 11-6-0 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 Part.Uniform 0-0-0 to 8-0-0 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF <br /> 4 Point 6-0-0 Top 2814 lb 5383 lb 0 lb 0 lb 0 lb <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 or the input and the applicability to Nashville,TN 37219 800-879-8123 <br /> the actual conditions or the structure for which this (888)820-0325 <br /> component is intended.This analysis is valid only for the www.lpR-L28om riAmerhartcpotnt d. <br /> isCopyright 2016 AX dghta reservetl by Louisiana Pa,drioAPA:PR-1280,ICC-ES:ESR-2403,Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid untilLADES:RR-25783,Florida:FL15228 <br /> 6/30/2018 Se}d+0 tle Orae' <br /> LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructr. <br />