Laserfiche WebLink
, r <br /> Client: Scherer Bros.Lumber-Arden Hills Yard Date: 11/21/2017 Page 32 o u4f <br /> LPSoil D STA RT°Project: LDK Homes Designer: Justin Spreitzer <br /> ,,,�., DE SIGNSnFTWARE Address: 1525 Long Lake Blvd. Job Name: Tamosuinas Resid. <br /> Orono, MN Project#: <br /> Beam 0 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply - PASSED Level:Main Floor <br /> 3 <br /> 2 4 <br /> 1 <br /> • m'"": ' • . . m . is • - <br /> . . • . . o 12" <br /> 1 SPF 2 SPF <br /> I <br /> 20 6" 'L"5 1/4" <br /> 20'6" <br /> Member Information Reactions lb (Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Plies: 3 Design Method: ASD 1 5346 4246 875 0 0 <br /> Moisture Condition: Dry Building Code: IBC 2012 2 1013 752 44 0 0 <br /> Deflection LL: 480 Load Sharing: Yes <br /> Deflection TL: 360 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" 96% 4246/5346 9591 L D+L <br /> Snow: 17 PSF 2-SPF 3.000" 26% 752/1013 1765 L D+L <br /> Analysis Results <br /> Analysis Actual Location Allowed Capacity Comb. Case <br /> Moment 19936 ft-lb 2'6" 42165 ft-lb 0.473(47%) D+L L <br /> Shear 9089 lb 1'5 3/4" 13965 lb 0.651(65%) D+L L <br /> LL Defl inch 0.292(U821) 9'5/16" 0.500(L/480) 0.580(58%) L L <br /> TL Defl inch 0.506(L/474) 9'1/2" 0.667(L/360) 0.760(76%) D+L L <br /> Design Notes <br /> 1 Provide restraint at supports to ensure lateral stability. <br /> 2 Dead Load Deflection:Instant=0.214",Long Term=0.321" <br /> 3 Fasten all plies using 3 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 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is <br /> present. <br /> 6 Simpson fasteners applied from a single side of the member use tip values where published. <br /> 7 Girders are designed to be supported on the bottom edge only. <br /> 8 Top loads must be supported equally by all plies. <br /> 9 Top must have sheathing attached or be continously braced. <br /> 10 Bottom braced at bearings. <br /> 11 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 1-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF <br /> 2 Part.Uniform 0-0-0 to 2-6-0 Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF <br /> 3 Part.Uniform 0-0-0 to 2-6-0 10-6-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF <br /> Continued on page 2... <br /> Notes Manufacturer Info Amerhart Ltd. <br /> Thu component analysis n 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 /> the actual conditions of the structure for which this (888)820-0325 <br /> component n intended.The analysis is vapid only for the www.lpcorp.com ',llVl <br /> product listed. APA:PR-L280,ICC-ES:ESR-2403, 111 un <br /> Copyhght 2016 al rights reserved by Louisiana Pacific <br /> Corp.414 Union St Suite 2000,Nashville,TN 37219 This design is valid until LADBS:RR-25783,Florida:FL15228 <br /> 8/30/2018 Be)0Td the Order' <br /> LP SolidStart Design Version 2.0.05(Build 17.31.073)Powered by iStructT. <br />