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KREBS DRAFTING AND DESIGN RICHARD KREBS 15 Apr 2010 3:43 am <br /> 1291 DIAMOND CT , SHAKOPEE, MN. 55379- (952�45-5787 <br /> FASTBeamO Engineering Analysis 01996-2009 Georgia-Pac�c Corporation Version: 10.1 <br /> Project : PLAN 10-6.FBD KEVIN SHULTZ <br /> Mark# : Beam -Floor PORCH END BEAM <br /> Usage : Beam (Floor) Spacing (in.) : Q.0 <br /> Max Defl : LL= U360 TL= L/240 <br /> . , psi . , psi 6.0", 625 psi <br /> LOADS Project Design Loads:Floor. Live=40 psf,Dead=10 psf,�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 Additfonal info <br /> 1 Uniform(pl� 350 280 100% 0 0'0" 13'5" FLOOR <br /> 2 Uniform(plfl 90 0 100% 0 0'0" 13'5" WALL <br /> 3 Concentrated(Ibs) 2252 1660 115% 0 4'10 1/2" PORCH END WALL HDR <br /> Uniform(pl� 4 0 0 0 13'5" Self Weight <br /> `Dimensions measured from left end when span#is 0,othervvise,from/eR end of the specified span. <br /> LOAD PATTERNS(*=span/oaded) <br /> 1 2 � <br /> � Y * � <br /> 2 t �3 * �`.° <br /> SUPPORTS(!bs) <br /> 1 2 3 i ,f` <br /> Max R'n 1405 4758 1202 / <br /> Max 100°/a 829 2318 829 ✓ � � <br /> Max 115°/a 320 1473 0 <br /> Min R'n 432 1914 190 <br /> Min 100°k -110 1159 -110 <br /> Min 115°/. 0 0 -133 <br /> DL R'n 543 1914 372 <br /> Min Brg(in.) 1.50 4.35 1.50 [Based on bearing stress belowJ ' <br /> Brg Str(psi) 625 625 625 <br /> DES/GN ^ <br /> Value Span X Group Allow LDF Ratio <br /> V(tbs) 2629 1 6'5" 61 3633 115% 0.72 <br /> M�ft•Ibs) 2981 1 6'8" 61 5731 115% 0.52 <br /> LtRn(ibs) 1405 0 0'0" 62 6562 0.21 See Note#5 <br /> RtRn(Ibs) 1202 0 13'S" 23 6562 0.18 See Note#5 <br /> IntRn(Ibs) 4758 0 6'8" 61 6562 0.72 See Note#5 <br /> lLDefl(in.) 0.07 1 3'4" 62 0.22 U1142 <br /> TlDefl(in.) 0.11 1 3'4" 62 0.34 U749 <br /> LLDefl(in.j 0.05 2 3'4" 23 0.22 U1692 <br /> TLDefl(in.) 0.06 2 3'4" 23 0.34 U1328 <br /> USE: GPLAM 2.OE 1.75x 9.50"1 PN Grade selected bv user <br /> GP LAM tm Georgia-Pacific Wood Products, LLC <br /> NOTES : <br /> 1.Designed in accordance with National Design Speciflcations for Wood Construction and applicable Approvals or Research Reports. <br /> 2.Provfde ful/dep8►latera/suppoR at a/f bearing/ocations.Al/owable pasitive moment is cafcufated based on top edge wiih conHnuoas <br /> lateral support. <br /> 3.Allowab/e negative moment is calcu/ated based on bottom edge/ateralJy unsupported between bearing locations. <br /> 4.Loads have been input by the user and have not been verified by Georgia-Paclfic Wood Products LLC. <br /> 5. This reaction is hased on the combination of loads 8 duration factors tha!produces the highest stress ratio and may be less than <br /> m�imum reaction. Therefore,when reaction values are requlred,use Mau R n from�upports'section above. <br /> 8.Bearing/ength(Min Brg(in.))based on alfowable stress of support material(Brg Str(psi));suppoR materia!capacity shatl be verified <br /> (by others). <br /> 7. When required by the building code,a registered design professiona!or building oHicial should verify the input/oads and product <br /> applicafion. <br /> 8. This engineered/um6er product has been sized for residentia!use.A concentrated load checK,per the building code,must be performed <br /> for commercial uses. <br /> 9.Max/A4in reactions aie based on the applicable load combinations outlined in the notes.Summation of ma�min reaciions for various <br /> DOL may not match tota!max/min reaction. <br /> 10.Ana/ysis valid for dry-�se on/y(less than 76%moisture content). <br /> 1 i.Company,product or brand names referenced aie trademarks or register�d trademarks of tbeir respective owners. <br />