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BLUELINX CORPORATION Brad Overby 4 Nov 2009 9:35 am <br /> 2871 w service rd,St.Paul,mn.55121- (612)803-1580 <br /> FASTBeam®Engineering AnaWs 01996-2008 Georgia-Pacific Corporafion Version:9.0 <br /> Project: <br /> Marie#: #1 dining header <br /> Usage: Beam(Floor) Spacing(in.): 0.0 <br /> Max Defl: LL=LIM TL=Li240 <br /> 3.0 625 psi 3.0-,625 psi <br /> B 0" <br /> LOADS P►cod DesiM Loads:Floor:Live--40 pe,,Dead=15 psi; <br /> UwM) ad L.d(T) Live Ld" LDP Locadow <br /> # Shape art ( EM @eW @Wil Sparc# Starts Ends Ad ltkmai tufo <br /> 1 unfiorm(pit) 650 473 10096 0 OV V o' <br /> 2 Uniform(plf) 650 473 100% 0 0V V 0' <br /> lkdonn(plf) 9 0 0 0 9 W Self Weigh <br /> M mensions measured from left end when span#is 0,otherwise,from left end of Me sp wdW span. <br /> SUPPORTS(lbs) <br /> 1 2 <br /> Max R'n 3927 3927 <br /> Yin R'n 1091 1091 <br /> DL R'n 1091 1091 <br /> Yin Brg(in.) 1.80 1.80 [Based on be=V stress below) <br /> Bug Str(psf) 625 625 <br /> DESIGN <br /> Value Span X Group Albw LDF Ratio <br /> V(1108) 2727 1 5!V 21 6318 100% 0.43 <br /> M(it4bs) 5890 1 T(' 21 13056 100% 0.45 <br /> L1Rn(Ibs) 3927 0 (r W 21 6562 0.60 See Note#4 <br /> Rdb(Ifs) 3927 0 6'T 21 6562 0.60 See Note#4 <br /> LL.D*"iL) 0.07 1 3'cr 21 020 LI1030 <br /> TL.Dsfl(in.) 0.10 1 T Cr 21 0.30 U744 <br /> USE: GPLAM 2.0E 1.75x 9.50"2 Plies Grade•Depth,Fries selected by user <br /> GP LAM tart Georgia-Pacific Wood Products,LLC <br /> NOTES: <br /> 1.Dss%pW In accordance wffh Nationd Design Speclikadons fbr NAood Consfrucdw and oppillbeW Approvals or Research Reports. <br /> 2 Provide full depth into support at all bearing bcatlons.Allowable posfdw moment is unfalited Based on lop edge wfth cordknrons <br /> hdw&l support <br /> A Loads halve been Input by fire user and have not been verified by Gsorg1a4xac fie Wood Produce LLC. <br /> 4.This rowflon is based our the com ift0an of bads b divaffon factors that produces the h%hest s6eas raft and may be less than <br /> mwdmam reactlah.Theraff %who reaction values me reupuhed use Neu R'h from Suppats'seclfon above. <br /> '.l Bearing hwgM based on deslign materia;support materia cspsdW she/be veriAed(by advers). <br /> 6-Whm required by the buHdq codas a mgkbmd design profeedond or building official should verify the hqut In, and product <br /> 7.This enakwered fun ber product has bean sired 1br redderhffd use.A concentrated bad check per Un buildhg codec must be peribnrred <br /> for comnmwdal uses <br /> 8 For beans with bads appiled eufuafly to both pftes,*Ww top ors/de badod,nailpNes fogmther with 2 rows of 16d na/s @ 12' <br /> at(one row r frau top;one row r k m bod om). <br /> fl For beams with bads not appled equally to al piles;,refer to Fos f m%g for SkIs-LoadmA MuffiWh P4Now NerhiA <br /> Am On GP Engkxwmd Lumber Residential Row s Roof Systems Product Gulde. <br /> 10.Analysis vaild for dry-use only(less than 16%moblure cents". <br /> 11.Con*wW,product or brand names refenanced are lradsmarks or regidared iradamarhs of their rest/m c d,a owners. <br /> 12-For aazrlanaftri of GROUP,charge to expanded prin"L <br />