Laserfiche WebLink
, <br /> Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 8 of 4,8 L <br /> LPSo L I D STA RT'Project: LDK Homes Designer: Justin Spreitzer <br /> ... ,, OESicN SOFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project#: <br /> Beam D LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED Level:Main Floor ' <br /> \ <br /> 1 <br /> - to m1.P ( <br /> ," ' 9 1/2" <br /> . SPF End Grain 2 SPF End Grain <br /> J, <br /> 12'3" /--/3 1/2" <br /> j 123" <br /> Member Information eactions lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 2 Design Method: ASD 1 0 684 643 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 0 684 643 0 0 <br /> Deflection LL: 240 Load Sharing: No <br /> Deflection TL: 180 Deck: Not Checked <br /> Importance: Normal <br /> Temperature: Temp<=100°F <br /> General Load :earings <br /> Floor Live: 40 PSF :-aring Length Cap. React D/L lb Total Ld.Case Ld.Comb. <br /> Dead: 15 PSF 1- .PF 1.500" 29% 684/643 1327 L D+S <br /> Snow: 17 PSF End <br /> Analysis Results Grain <br /> 2-SPF 1.500" 29% 684/643 1327 L D+S <br /> Analysis Actual Location Allowed Cap. Ity Comb. Case End <br /> Moment 3981 ft-lb 6'11/2" 12245 ft-lb 0.3 (33%)D+S L Grain <br /> Shear 1142 lb 101/4" 104521b 1.109(11%) D+S L <br /> LL Defl inch 0.140(L/1037) 6'1 1/2" 0.606(L/240 0.230(23%)S L <br /> TL Defl inch 0.290(U502) 61 1/2" 0.808(U1:4) 0.360(36%)D+S L <br /> Design Notes \\\\\ <br /> 1 Provide restraint at supports to ensure lateral sta lity. <br /> 2 Dead Load Deflection:Instant=0.149",Long rm=0.224" <br /> 3 Fasten all plies using 2 rows of 10d Box nail-(.128x3")at 12"o.c.sMaximum end distance <br /> not to exceed 6". <br /> 4 Refer to last page of calculations for fas-ners required for specified loads. <br /> 5 Girders are designed to be supported rn the bottom edge only. <br /> 6 Top loads must be supported equall .y all plies. <br /> 7 Top must be laterally braced at a maximum of 2'o.c. <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 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF <br /> 2 Uniform Top 50 PLF 0 PLF 0 PLF 0 PLF 0 PLF <br /> Self Weight 11 PLF <br /> Notes Manufacturer Info Amerhart Ltd. <br /> This component analysis s 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 is responsible to <br /> sure the accuracy of the input and the applicability to Nashville,TN 37219 800-679-8123 <br /> the actual conditions of the structure for which this (888)820-0325 <br /> component is intended.This analysis is valid only for the www.t COr com riAm roduct entad. pp' MMIICopyright 2016 All rights reserved by Louisiana PamAPA:PR-L280,ICC-ES:ESR-2403,Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 <br /> 6130/2018 5e}o"0 t.e Order <br /> LP SolidStart Design Version 2.0.05(Build 1.7.31.073)Powered by iStructr. <br />