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9LUELIk CORPORATION Brad Overby 4 Nov 2009 9:40 am <br /> 2871 w service rd,St.Paul,mn.55121- (612)803-1580 <br /> FASTBeam@ Engineering Analysis 01996-2008 Georgia-Pacific Corporation Version:9.0 <br /> Project: <br /> Maris#: #4 dining header <br /> Usage: Bemn(Floor) Spacing(in.): 0.0 <br /> Max Def!: LL=LIM TL=L1240 <br /> 3.0",625 psi 3.0",625 psi <br /> 5 0" <br /> LOADS Project Design Loads:floor.Live--40psf,nead=15 psi; <br /> U"M)ead Ld(T) Live Ld(L) LDF Locadw <br /> # Shape @01art @End @Start @End Span# Starts Ends Additional info <br /> 1 UniForn*40 350 255 100% 0 or G W <br /> Unironn(plf) 9 0 0 0 V V Self Weight <br /> Timendons measured horn lot end when span#is 0,ofeen! ,hom left end of the spec"►ed span• <br /> SUPPORTS(lbs) <br /> 1 2 <br /> Max irn 1077 1077 <br /> Min Wn 313 313 <br /> DL irn 313 313 <br /> Min Br9on.) 1.50 1.50 [Based on bearing stress below] <br /> Beg Stripsi) 625 625 <br /> DESIGN <br /> Value Span x Group Allow LDF Ratio <br /> VMS) 748 1 0'2• 21 6318 100% 0.12 <br /> 1616 1 T o' 21 13056 100% 0.12 <br /> 1077 0 0'W 21 6562 0.16 See Note#4 <br /> 1077 0 W W 21 6562 0.16 see Note#4 <br /> LLDell(in.) 0.02 1 T W 21 020 U3827 <br /> TLDa"n.) 0.03 1 3'W 21 0.30 LM14 <br /> USE: GPLAM 2.0E 1.75x 9.50"2 Plies Grades Depth,Phes selected by User <br /> GP LAM fin Georgia-Pacific Wood Products,LLC <br /> NOTES: <br /> 1.Designed in accordance wktb National Destgn SpecHtcadons for Wood Constnmtlon and applicable Approvals or Research Reports. <br /> 2 Provide fel dWO fatvak support at aI beari ft locations.Aftwdrle positive moment Is cakukded based on top edge with condbuous <br /> lateral support <br /> 3.Loads have been kWW by the user and have not bean vwfked by Gsog0943acNlc Wood Products LLC <br /> 4.T1ds reaction Is based on the combination of loads 6 duration factors that produces the highest stress raft and may be/less Man <br /> numk mm reaction.Thwelbr%when reaction values are requkv4 use Alruc RW from Supports'section above. <br /> *BsarAV NngM based on d,111; matarlal;support material capacHy shat be varfked(by others). <br /> 6.When required by the buNdrg cock a registred dwbn pmfessiond or buikdhrg o6idd should verify tine kWed loads and product <br /> application- <br /> 7.Thla snabreared kmeberproduct has been sized for reddendo/use.A conoeebated load clack per the bukkihrg cods,must be peribnoed <br /> for connnercid uses <br /> a For beams wife loads applied equally to both piles,eldw top or skis loaded,rag plies togatirer with 2 rows of 16d rafts Q 12- <br /> olk(one row 2'from top,one row 2-*om bottom). <br /> I For beams with loads not applied equally to all plies,refer to Fastening I m m far Sk 194AmK 4 Mut pole-PNoe Members <br /> In fie GP Engineered Lumber R9sldbnW Floor S Roof Systema Product Gukde. <br /> 10.Arafysls valid for drys-use only(less than 16%moisture content. <br /> If.Cornpmry,product or brand rarrres referenced are tradavwft or regfsfered trademarks of thele respective owners. <br /> 12 For expl nation of GROUP,dWuw to egmxbdpriblout <br />