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KREBS DRAFTING AND DESIGN R/CHARD KREBS 14 Apr 2010 11:28 pm <br /> 1291 DIAMOND CT , SHAKOPEE, MN. 55379- (952)445-5787 <br /> FASTBeamO Engineering Analysis 01996-2009 Georgia-Pacifrc Corporation Version: 10.1 <br /> Project : PLAN 10-6.FBD KEVIN SHULTZ <br /> Mark# : Beam -Roof GARAGE DOOR <br /> Usage : Beam (Roof) Spacing (in.) : 0.0 <br /> Max Defl : LL= U240 TL= U180 Siope : 0/12 <br /> 3.0",625 psf 3A",625 psi <br /> 9'6' <br /> LOADS Project Design Loads:Roof.�Live=40 psf,Dead=15 psf, <br /> Live+Dead Ld(T) Live Ld(L) LDF Location* <br /> # Shape @Start @End @Start @End Span# Starts Ends Additional info <br /> 1 Uniform(pifl 110 80 115% 0 0'0" 9'6" OVERHANG <br /> 2 Trapezoidal(pl� 62 220 45 160 115% 0 0'0" 5'9" ROOF <br /> 3 Partial(pif} 825 600 115% 0 5'9" 9'6" ROOF <br /> 4 Concentrated(Ibs) 4125 3000 115% 0 5'9" GIRDER TRUSS <br /> Uniform(plfl 11 0 0 0 9'6" Self Weight <br /> 'Dimensions measured from left end whert sparMt is 0,otherwise,from teft end of the specifled span. <br /> SUPPORTS(IbsJ <br /> 1 2 <br /> Max R'n 3334 5847 <br /> Max 115°k 2386 4213 <br /> Min R'n 948 1634 <br /> Min 115°� 2386 4213 <br /> DL R'n 948 1634 <br /> Min Brg(in.) 1.52 2.67 [Based on bearing stress below] <br /> Brg St�(psi) 625 625 <br /> DES/GN <br /> Value Span X Group Allow LDF Ratio <br /> V(Ibs) 4846 1 9'4" 31 9080 115% 0.53 <br /> M(ft-Ibs) 15273 1 5'9" 31 22887 115% 0.67 <br /> LtRn(Ibs) 3334 0 0'0" 31 6562 0.51 See Note#4 <br /> RtRn�lbs) 5847 0 9'6" 31 6562 0.89 See Note#4 <br /> LLDefl(in.) 0.18 1 4'9" 31 0.47 U624 <br /> TLDefl(in.� 0.25 1 4'9" 31 0.63 U449 <br /> USE: GPLAM 2.OE 1.75x11.88"2 Plies Grade selected bv user <br /> GP lAM tm Georgia-Pacific Wood Products, LLC <br /> NOTES : <br /> 1.Designed in accordance w/th Nai�ona/Design Spec�cations for Wood Construction and applicab/e Approvals or Research Reports. <br /> 2.Provide full depth/atera/support at al!bearing tocatlons.Allowable positive moment is calculateal based on top edge with contfnuous <br /> latera/suppoR. <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 B duration factors that produces the highest stress ratlo and may be less than <br /> m�emum reaction. Therefore,when reaction va/ues are required,use Max R'n from'Supports'section above. <br /> 5.Bearing/ength(MJn Brg(In.))based on allowab/e stress of support material(Brg Sir(psi));suppoR material capacity shall be ver�ifled <br /> (by othersJ. <br /> 6.Roof Usage:Instal/with minimum 1/4:12 s/ope for adequate drainage. <br /> 7. When required by the buflding code,a registered design professional or building o�cial should verify the input/oads and product <br /> appfication. <br /> 8.For beams w)th loads applied equally to both plies,either top or side/oadeal,naif plies together with 2 rows of 16d nails @ 12" <br /> o%(one row 2"fiom fop,one row 2"from battom). <br /> 9.For beams with loads not app/ied equally to a!1 plies,refer fo Fastening Recommendations for Side-Loaded,Multiple-Piece Members <br /> in the GP Engineered Lumber Residentia/F/oor&Roof Systems Product Guide. <br /> 10.Ma�r/Min reactions are based on the applicab/e/oad comb/natlons out/ined in the notes.Summation of max/min reactions for various <br /> DOL may not match total mau/min reaciion. <br /> 11.Ana/ysis va/id for dry-use only(/ess than 16%moisture content). <br /> 1 Z.Company,product or brand names referenced are trademarks or registered trademarks of their respective owne►s. <br /> 13.Load Combinations:10=D,20=D�100%,30=D�115%,40=D+125%,50=D+133%,60=D+0.75(f 00'/+115%), 70=D+0.75*(400'/+725%), <br /> 8�D+0.75(J00%+115%+133%),90=D+0.75(100%+125%+133%), 100=0.6D+!33%,110=D+Commercia!Ld(100'/0),f20=D+0.75(100'/+133%) <br /> 14.Grou�=load Combination Number;Load Pattern number.jFor simple span,Load pattern=1 for LL,0 for Dt). <br />