Laserfiche WebLink
� , �. . <br /> - KREBS DRAFTING 8� DESIGN Richard Krebs 10 IVov i999 l23 pm <br /> 1291 DIAMOND CT , SHAKOPEE, MN. 55379- (612)445-5787 <br /> FASTBeam�En�ineering Analysis O 1996-1999 Georgia-Pacific Corporation Version: 3.0 95/NT�__ <br /> Project : 99-179.FBD information : ON THE LEVEL INC/ ADAMS RES <br /> Mark# : Beam - Roof Desc: 9/0 GARAGE DOOR <br /> Usage : Beam(Roof� Repetitive : No Spacing (in.) : 0.0 <br /> Max Defl : LL= L/240 TL= U180 Composite Action : No Slope : 0/12 <br /> 3.0", 630 psi 3.Q", 630 psi <br /> � 9� 6�� � <br /> � <br /> LOADS Project Design Loads:Roof Live=30 psf,Dead=15 psf, <br /> Live+Dead Ld{� Live Ld(L) LDF Location' <br /> # Shape @Start �End _ (c�Start(d1End Span# Starts Ends Additional Info <br /> 1 Uniform(pl� 82 60 115% 0 0'0" 9'6" 9/0 GARAGE DOOR <br /> 2 Partial(pl� 22U 160 115% 0 0'0" 5'0" <br /> 3 Trapezoidal(pl� 165 55 120 40 115% 0 5'0" 9'6" <br /> 4 Concentrated(Ibs) 9969 7250 115% 0 5'0" <br /> Uniform(pl� 13 0 0 0 9'6" Self Weight <br /> 'Dimensions measured from/eR end when span#is 0,otherwise, from/eft end of the specrfied span. <br /> SUPPORTS(lbs) <br /> � 2 <br /> Max R'n 6122 6347 <br /> Max 115% 4408 4572 <br /> Min R'n 1714 1775 <br /> Min 115�0 4408 4572 <br /> DL R'n 1714 1775 <br /> Min Brg(in.) 2.78 2.88 [Based on bearing stress betow] <br /> Br�St�Qsi� 630 630 <br /> DESlGN— ---- — ------- --_ <br /> Value Span X Group Albw LDF Ratio <br /> V(Ibs) 6133 1 8'2" 31 10706 115% 0.57 <br /> M�R-Ibs) 26669 1 5'0" 31 27909 115% 0.96 <br /> LtRn(Ibs) 6122 0 0'0" 31 6615 100% 0.93 See Note#5 <br /> RtRn(Ibs) 6347 0 9'6" 31 6615 100% 0.96 See Note#5 <br /> LLDefI(in.) 0.22 1 4'9" 31 0.47 U518 <br /> TLDefl(in.} 0.30 1 4'9" 31 0.63 L/374 <br /> USE: GPLAM 1.8E 1.75x14.00" 2 Plies Grade selected by User <br /> G-P LAM tm Georgia-Pacific Corp. <br /> NOTES: <br /> i.Designed in accordance wiN�National Design Specifications for Wood Construction and applicable Approvals w Research Reports. <br /> 2.Provide laterel support at tl�e bearing location nearest each end of the member.Conbnuous laterel support required for compression <br /> edge. <br /> 3.Loads have been input by tl�e user and have not been verfied by Georgia-Pacllc Enqineered Lumber Technical Senrices. <br /> 4.Design valid for dry use only. <br /> 5. This reacfion is based on fhe combination of loads 8 durafion factors that produces the highest stress rabo and may be less than <br /> maximum reacLion.Therefore,when reaction values are required,use Ma�r R'n lrom Supports'sec�ion above. <br /> 6.Bearing Jengtl►based on design material;support material capacity shall be verilied(by others). <br /> 7.Roof Usage:InstaB witli minlmum 1/4:12 slope for adequate drainage. <br /> 8. This engineered lumber product has been sized for residential use.A concen6ated load check,per the building code,must be performed <br /> for commercial uses. <br /> 9. Verify that load is applied at top or equalty from bod�sides. <br /> 10.Nail plies together wfth 16d nails�12"o%along top and boltom edges and thiu center.Nail from altemate faces,2"from edges. <br /> 11.Max/Min reactions are based on the applicab/e load combinaBons outlined in tl�e notes.Summabon of max/min reactions for various <br /> DOL may not match total max/min reaction. <br /> 12.Company,product or brand names referenced are trademarks or registered tradema►fcs of their respective owners. <br /> 13.Load CombinaSons:10=D,20=D+100%,30=D+11596,40=D+125�,50=O+133%,60=D+100'/+11596,70=D+�pp/+125% <br /> ,80=D+100%+133%, 90=D+�pp9�+��5y+133%/2, 100=D+100%+11594/2+133%, 110=D+Commercial Ld(100%) <br /> 14.Group=Load Combinadior�Number+Load Pattem number.(For slmple span,Loadpaltem=1 for LL,0 for Dy. <br /> Page 1 of 1 <br />