HomeMy WebLinkAboutFloor Joist Info - 10/10/2000~~ ~",~a~l'- FLOOR JOISTS THAT ARE OUT OF PLANE
TJ-BeamTM v5.45 Serial Number. 7000005091 R TM ~ n
" //~ ~."~ 9.5" TJIO/Pro 150 JOIST a~ 16.0 o/c
BEAMUSA 1001 10/10/2000 8:47:12 AM
Page 1 of 2 Build Code: 124
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Overall Dimension = 40'
~~
LOADS• Product Diagram is Conceptual.
Analysis for Joist Member Supporting FLOOR -RES. Application. Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition
SUPPORTS:
INPUT BEARING
REACTIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1
2 2x6 Plate
2x4 Plate 5.50"
3
50" 4.25"
" Left Face 308 / 78 / 386 Detail A3 1.25" LSL Rim
3
2x4 Plate .
3.50" 3.5
3
5" Centered
Cent
d 814 / 221 / 1035 Detail B3
4
2x4 Plate
3.50" .
2.25" ere
Right Face 885 / 251 / 1136
338 / 90 / 428 Detail 63
Detail A3 1.25" LSL Rim
- See Trus Joist SPECIFIER'S /BUILDER'S GUIDES for detail(s): A3, 63.
- CAUTION: Required bearing length(s) exceed the minimum shown in the Trus Joist Builder's guide for single family residential
applications. Limits: End supports, 3.5". Intermediate supports, 3.5" with web stiffeners and 5.25" without web stiffeners.
DESIGN CONTROLS:
MAXIMUM
Shear(Ib) 588
Reaction(Ib) 1136
Moment(ft-Ib) 1513
Live Defl.(in)
Total Defl.(in)
DESIGN CONTROL CONTROL LOCATION
550 1232 Passed(45%) Lt. end Span 3 under Floor ADJACENT span loading
1136 1895 Passed(60%) Bearing 3 under Floor ADJACENT span loading
1513 2839 Passed(53%) Rt. end Span 2 under Floor ADJACENT span loading
0.182 0.345 Passed(U911) MID Span 3 under Floor ALTERNATE span loading
0.219 0.690 Passed(U755) MID Span 3 under Floor ALTERNATE span loading
-Allowable moment was increased for repetitive member usage.
- Deflection Criteria: STANDARD(LL: U480, TL:U240).
- Deflection analysis is based on composite action with single layer of the appropriate span-rated, GLUED & NAILED wood decking.
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- The load conditions considered in this design include alternate and adjacent member skip loading.
ADDITIONAL NOTES•
- IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this
software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific
product application, input design loads, and stated dimensions have been provided by the software user. This output has not been
reviewed by a Trus Joist Associate.
- Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Code NER analyzing the Trus Joist Residential product listed above.
PROJECT INFORMATION
805 Keenville
OPERATOR INFORMATION:
City of Oshksoh
Brain Noe
215 Church Avenue,
Oshksoh, W 154901
920-236-5051
920-236-5084
CoPY~9ht ®2000 by Trus Joist, A Weyerhaeuser Business. ProTM, TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist.
TJI® is a registered trademark of Trus Joist.
C:\TJBeamWAUceenville.bm
~j' ~~ FLOOR JOISTS THAT ARE OUT OF PLANE
~~ i~~~l n~~~, n R TM ~ ~~
TJ-Beam v5.45 Serial Number. 7000005091 9.5 TJ10/Pro 150 JOIST @ 16.0 o/c
BEAMUSA 1001 10/10/2000 8:47:12 AM
Page 2 of 2 Build Code: 124
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
OPERATOR NOTES
Recreation of talc's provided by builders supplier
PROJECT INFORMATION OPERATOR INFORMATION:
805 Keenville City of Oshksoh
Brain Noe
215 Church Avenue,
Oshksoh, W 154901
920-236-5051
920-236-5084
Copyright ®2000 by Trus Joist, A Weyerhaeuser Business. ProTM, TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist.
TJI®is a registered trademark of Trus Joist.
C:\TJBeamW A\keenville. bm