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BLUELINX CORPCl~110N Pat Goods}1
4300 Wildwood Pai1<WiJy ,Atlanta, GA 30339- (770)221-2517
FASTBeam@En ineerin Anal sis@1996-2006 Goo ia-Pacific Co
Project: CARTERLEE051607.FBD 12
Mark # : Joist - Floor
Usage: Joist (Floor)
Max Oefl: LL = U480 TL = U360 . Composite Action: Yes
16May200711:49am
Version: 7.0 Build: 7.0.0.11
("See Note #11)
SEE NOTES 14&1
Spacing (in.): 19.2
~
L 3.5'.'25,.
-'l\~~ J
3"Narcu - UP /0 W~-Jl<bWSi3.2Jo~E
SEE Non::s l'foS roe Kkr:wn /,.,n:o .
fro.
LOADS Pro}e(;t[)g~~oal1s: F/oc)r;U~J,sf,~ad=12psf;
L1V8foead ~d(TJ LIVe LdIL) LDF location"
# Slla . sh;rt" End Start End Starts Ends Additlonallnfo
SpcgSenUniform(psf)5? 40 100%..0 _ 0'0- 17'0. 19.2"o.c. Base Unrform Load (Spacing Sensitive)
"Dimensions meastJiedftrim leftend when SD8fI#is O. othehNise. frOm Mend of the SfJ8CifiedSOBn.
HOLES
Type Span Loc'". Width V(Ibs) LDF C.Face V 011_ +M(ft-lbs) -M{ft-lbs) AddlUonallnfonnation
1 Point 0 6" 1112'" 268 100% 2770.0 0.0 MmtGroup(+)~21 H~O
"Distance to center:of hole, meBSUredfrom leftendwhen SDBn1Jis O. otherwise. from leftend of the SlJ8Cified SINm.
SUPPOllts(Jbs)
V{lbs)
M{ft~bs)
LlRn(lbs)
RtRn(lbo)
LLDeflQn.)
n.OetlCIn.)
1 2
707 707
163 163
163 163
1.75 1.75
NO NO
Value Span X Group AUew LDF RatIo
695 1 0'2" 21 1420 100% 0.49
3006 1 8'6" 21 3545 100% 0.85
707 0 0'0- 21 1371 100',0\ 0.52 See Note#5
707 0 17'0" 21 1371 1000A, 0.52 See Note#5
0.33 1 8'6" 21 0.43 U622
0.43 1 8'6" 21 0.57 U479
MaxR"n
MlnR'n
DLR'n
-.----.Mln BIg(ln.)
IS_ner
DESIGN
USE:
WI 40 11.88-@19.2"o,c. fmeelsJexceeds APA-11.88"PRI401 Grade,DePthse_byUser
WOOd I Beam is a trademark of Georgia-Paclfic Corp.
NOTES:
1. Designed in accordance with National DesIgn Specifications for WoodConstructionand appllcableApprovalsor Research Reports.
2. Provide full depth lateral supportat all bearing locations. Con/Jnuouslatera/ supportrequ/redfor compression edge.
3. Increase In moment capacity for repetitlvemember usage Is no longerspplJcableper NOS 2005.
4. Loads have been InpU/by the useraml haY~ not been verified by Get>rrPt>-f'acfflc CofJJOratJon.
5. This reaction Is basedo/!:the coml!!mitlon.ofloiJds & duratIon factotS thiitprodticeS thehlgheststress ratio and may be less than
maxlmumreaCtli:1il. ThetefOre, when reaction values are requltud, Use Max R"n 1i'om -Supports "section above.
6. Bearing length based on design material; $upportmateriat capacity shall be verified (by others).
7. When required by the bulJdingcode. a regIstered design professional orbuildingofflr:1aJ .shou/dverify the Input loads and product
application.
8. ThIs enginetwedlumberproduclhas been sized for resIdential use. A concentrated load check. per the bufldlngcode. must be perfonned
for commercial uses.
9. Foranalysls ofweb openings. allowablesnd design shear ani caJculatedin accorclance with APA EWS Perfonnance Standard PRI-400.
10. Design valid for d'Y"'U5e only(1ess than 16% moIsture content).
11. Floorsheathing of3/4"' nomInal APA rated OSS orp/ywood must be gluf1d..nalledto joists and spacing must not exceed 24" o.c. Uve
defl'n exceeding U480 notrecommended(f.e. U500 Is OK).
12. Company. product or brand names referencec1 are trademarks orreglsteredtrademarlcs ofthe/rrespective owners-.
13. Forexplanation of GROUP, change to expanded printout
14. For damaged flange repair Is 23132"'x11.88"'x 2' APA 48124 span rated plywood. face grain horizontal on one face. Nail to top and bottom
flangqs wl80 nailS@3" O.C.
15. Use 114" wide bead of s wood lue on all contact surfaces. Center relnforcementat abou/Ihe center of the "an notch.
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