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J;aB�UELINX CORPORATION 0 s y 4 Nov 2009 9:34 am <br /> 2871 w service rd,St.Paul,mn.55121- (612)803-1580 <br /> FASTBeam@ Engineering Analysis 019W2008 Geo giant a Corporation Version:9.0 <br /> Project: <br /> Mark#: #1 dining header <br /> Usage: Beam(Floor) Spacing (in.) : 0.0 <br /> Max W : LL=L/360 TL=U240 <br /> 3.0",625 psi 3 ._ fi2 rsi <br /> LOADS Prged Design Loads:Floor.Live=40 psf,Dead--15 pst; <br /> Uve+Dead Ld(r) Live Ld(L) LDF Location' <br /> # Shape @Start @End @Start @End Span# Starts Ends Additional Info <br /> 1 Uniform(plf) 650 473 100% 0 UW 6'0" <br /> 2 Uniform(plf) 650 473 100% 0 0'0' 6'0" <br /> Uniform(plt) 9 0 0 0 6'0' Self Weight <br /> 'Dimensions measured from lett end when span#is 0,otherwise,from lit end of the specified span. <br /> SUPPORTS(lbs) <br /> 1 2 <br /> Max R'n 3927 3927 <br /> Min R'n 1091 1091 <br /> OL irn 1091 1091 <br /> Min Brg(in.) 1.80 1.80 [Based on bearing stress below] <br /> Brg Str(psi) 625 625 <br /> DESIGN <br /> Value Span x Group Allow LDF Ratio <br /> V(lbs) 2727 1 5'1' 21 6318 100% 0.43 <br /> M(ft4bs) 5890 1 3'0" 21 13056 100% 0.45 <br /> LtRn(lbs) 3927 0 0'0" 21 6562 0.60 See Note#4 <br /> RtRn(lbs) 3927 0 6-0- 21 6562 0.60 See Note#4 <br /> LLDefl(in.) 0.07 1 3.0" 21 0.20 U1030 <br /> lLDefl(in.) 0.10 1 3'0" 21 0.30 U744 <br /> USE: GPLAM 2.0E 1.75x 9.50"2 Plies Grade,Depth,Plies selected by User <br /> GP LAM tm Georgia-Pacific Wood Products, LLC <br /> NOTES: <br /> 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. <br /> 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on hop edge with continuous <br /> lateral support. <br /> 3.Loads have been input by the user and have not been verified by Georgia-Pacific Wood Products LLC. <br /> 4. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than <br /> maximum reaction. Therefore,when reaction values are required,use Max Rn from Supports'section above. <br /> 5.Bearing length based on design material,support material capacity shall be verified(by others). <br /> 6.When required by the building code,a registered design professional or building official should verify the input loads and product <br /> application. <br /> 7.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed <br /> for commercial uses. <br /> &For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nails @ 12' <br /> o/c(one row 2'from top,one row 2'from bottom). <br /> 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members <br /> in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. <br /> 10.Analysis valid for dry-use only(less than 16%moisture content). <br /> 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. <br /> 12 For eag2lanstion of GROUP,change to expanded printout <br />