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. �. ' <br /> • KhEBS DRAFTING� DESIGN Richard Krebs 10 Nov 1999 327 pm <br /> 1291 DIAMOND CT , SHAKOPEE, MN. 55379- (612)445-5787 <br /> FASTBeamO Engineerinc�Analysis O 1996-1999 Geor�ia-Pacific Corporation _Version: 3._0�95/NT) <br /> —_ --- --- <br /> Project : 99-179.FBD Information : ON THE LEVEL INC/ ADAMS RES <br /> Mark# : Beam-Floor Desc:�� ��.c� <br /> Usage : Beam(Floor) Repetitive : No Spacing (in.) : Q.0 <br /> Max Defl : LL= L/360 TL = U240 Composite Action : No <br /> 3.0", 630 psi 3 5" �3� psi <br /> 11' 9" L 2' 6" , <br /> � -� <br /> LOAD$ Project Design Loads:Floor.Live=40 psf, Dead=10 psf, <br /> Live+Dead Ld(� live Ld�L) LDF Location` <br /> # Shape �Start �End @Start @End Span# Starts Ends Additional lt�fo <br /> -- ----- <br /> 1 Span Carried(ps� 50 40 100% 0 0'0" 14'3" 36'0"s.c.- <br /> 2 Uniform(pl� 80 80 100% 0 0'0" 14'3" <br /> Unrform(pl� 16 0 0 0 14'3" Self Weight <br /> `Dimensions measured from/eft end when span#is Q othenvise,from/eft end of the specified�an. <br /> LOAD PA7TERNS('`=span/oaded) <br /> 1 2 <br /> � � x <br /> 2 * <br /> 3 * <br /> --- .-- - <br /> SUPPORTS(Ibs) <br /> 1 2 <br /> Max R'n 5801 8608 <br /> Max 100°/a 4700 6913 <br /> Min R'n 888 1696 <br /> Min 100% -213 2213 <br /> DL R'n 1101 1696 <br /> Min Brg(in.) 1.75 3.50 [Based on bearing stress below] <br /> Br�Str(psi) _ __ __ 630 _ _630 <br /> _-- <br /> — --- - ------ _-- <br /> =— ---- ------- <br /> DES/GN <br /> Value Span X Group Allow LDF Ratio <br /> V(Ibs) 4987 1 10'7" 21 11844 100% 0.42 <br /> M(ft-Ibs) 16887 1 5'10" 22 29340 100% 0.58 <br /> ltRn(Ibs) 5801 0 0'0" 22 9922 100% 0.58 See Note#5 <br /> IrnRn(Ibs) 8608 0 11'9" 21 11576 100% 0.74 See Note#5 <br /> LLDefl(in.) 0.25 1 5'10" 22 0.39 U559 <br /> TLDefl(in.) 0.31 1 5'10" 22 0.59 U458 <br /> LLDefl(in.) -0.15 2 2'6" 22 0.20 2L/388 <br /> TLDefl in. -0.18 2 2'6" 22 0.25 2U327 <br /> USE: GPLAM 2.OE 1.75x11.88" 3 Plies Grade se%cted by User <br /> G-P LAM tm Georgia-Pacific Corp. <br /> NOTES: <br /> 1.Designed in accordance with National Desic,jn Specifications for Wood ConsbucSon and applicable Approvais or Research Reports. <br /> 2.Provide lateral support at the bearing locabon nearest each end of ti►e member.Continuous lateral support requi�ed for compression <br /> edge. <br /> 3.Loads have been input by tl�e user and have nof been verfied by Georgia-Pacific Engineered Lumber Technlcal Services. <br /> 4.Design valid for dry use only. <br /> 5.This►eacdon is based on the combination of loads&duration factois(i►at produces the highest stress ra6o and may be/ess than <br /> maximum reaction. Thereiore,when reacSon va/ues are required,use Max R n from 5upports'section above. <br /> 6.Bearing lengfh based on design material;support material capacily shal!6e veri/ied(by others). <br /> 7.This engineered lumber product has been sized for residenbial use.A concentrated load check,per tlie bui/ding code,must be performed <br /> for commercial uses. <br /> 8.Verify tl�at load is applied at top or eQually fiom botl�sldes. <br /> 9.Nai!p�es together witir i6d nails�12"o%along top and bottom edges. Nail from altemate faces,2"from edges. <br /> 10.Company,product or brand names referenced are trademarks oi iegistered trademarks of S►eir respective owners. <br /> 11,A//owable upward deflecSon fw canb/ever is ti►e greate�of 0.20"or the cant!lever span(rnches)multiplled by 2 and divided by <br /> the factor shown in Man Defl(located above beam drawingJ. <br /> Page 1 of 2 <br />