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ULUELINX CORPORATION Brad Overby 4 Nov 2009 9.42 am <br /> 2871 w service rd ,St-Paul,mn.55121- (612)803-1580 <br /> FASTBeafnV Engineering Analysis 01996-2008 Georgia-Pacific Corporadon Version:9.0 <br /> Project. <br /> Mark#: 05 dining header <br /> Usage: Beam(Floor) Spacing(in.): 0.0 <br /> Max Deft: LL=LIM TL=L/240 <br /> 3.0",625 psi 3.0",625 psi <br /> V 0" <br /> LOADS Project Design Loads:Floor Uve--40 psf,Dead=15 psi <br /> UwM)esd Ld(n Lire Ld(L) lJW Location* <br /> # Shape @Start OEnd QS'tart@End Sp" Starts Ends AddWonal No <br /> 1 Urdforr OAQ 350 255 100% 0 0'0' 8'(• <br /> UnNaffn pll) 9 0 0 0 8'(' Self Weight <br /> dimensions measured from lel end when spar*is 0,odmwise,from kft end of the specified span. <br /> SUPPORTS(lbs) <br /> 1 2 <br /> Max R'n 1436 1436 <br /> Min R'n 418 418 <br /> DL R'n 418 418 <br /> Min Ory(in.) 1.50 1.50 (Based on bearing stress below] <br /> Brg Str(psi) 625 625 <br /> DESIGN <br /> Value Span X Group Allow LDF Ratio <br /> VPs) 1107 1 TV 21 6318 100% 0.18 <br /> tMp4bs) 2872 1 4'0' 21 13056 100% 0.22 <br /> 1436 0 0'(' 21 6562 0.22 See Note#4 <br /> WRn(Ws) 1436 0 V(' 21 6562 0.22 See Note#4 <br /> LLDWWn.) 0.05 1 4'0' 21 027 U1779 <br /> 71 De8(in.) 0.08 1 4 (r 21 0.40 U1261 <br /> USE: GPLAM 2.0E 1.75x 9.50"2 Plies Grade,Depfia Pfies selected by User <br /> GP LAM tm Georgia-Pacific Wood Products,LLC <br /> NOTES: <br /> 1.Destvved M accorderme wlfb National Design Specl/ketbns ibr Wood Cons6vcilon and applicable Approvals or Ruch Reports. <br /> 2 provide fur depdo isWW support at all bearing bcad otm Allowable posiNve mmrmoW is uakukded based on fop edge with eomi uuous <br /> lateral support <br /> 3.Loads have been input br the asor and have not been ve►Mied by Wbod Products I.I.C. <br /> 4.This resedan is based an fie combinaMon of(bads a dursdon factors that produces Me highest strew ratio and may be less than <br /> nnu* am roacdom 7herefbre,when reecdon values am requhs4 use Ysu Rb from Supports'section above <br /> S Bearing lerigth bused on to o ft n malarial;support nalerlal capadly sbali be verdtied(by others). <br /> 6.When required by the buidhg code,a re red design proibssional or buNding ofllcial should verify the input loads and prodect <br /> a ppieadon" <br /> 7.This o ngihaered lumber product has been sired for residendef use.A concentrated bad chock per the building code,must be perfo <br /> for—'sm-en, uses. <br /> &For beams with bads applied equably to both pies,oWner top or side loaded,raft plies together wltb 2 rows of 16d nails a 12" <br /> at(one row 2'from fops one row 2•from bottom). <br /> 9L For beams wpb loads not appged equally So all pies,nliar to Fasiontrg for Side-Loaded;Yuldple-Plece Uernbas <br /> in fie GP F.ng rm red!.umber Residw. f7bor 6 Roof Sysbwns Product Guide. <br /> 10.Ana/ysht vaid for dry-fm only(leas than 16%molatrme cmdo nq. <br /> 11.Company,product or brand names nelierenced are trademarks or roglsfe►ed trademarius of dm*respective owners. <br /> 11 far oWlenadion of GROUP,longe fe awanded prkd out <br />