HomeMy WebLinkAboutEngineer's Joist Letter 9.18.20229/18/22, 10:11 AMForteWeb
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Bearing Length Loads to Supports (lbs)
Floor
MEMBER REPORT
Level, Floor: Joist PASSED
1 piece(s) 11 7/8" TJI® 210 @ 16" OC
All locations are measured from the outside face of left support (or left
cantilever end). All dimensions are horizontal.
Design
Results
Actual @
Location
Allowed Result LDF
Load:
Combination
(Pattern)
Member
Reaction
(lbs)
400 @ 10'
11"
1134
(2.25")
Passed
(35%)
1.00
1.0 D + 1.0 L
(All Spans)
Shear (lbs)
387 @ 3
1/2"
1655
Passed
(23%)
1.00
1.0 D + 1.0 L
(All Spans)
Moment (Ft-
lbs)
1051 @ 5'
6 3/4"
3795
Passed
(28%)
1.00
1.0 D + 1.0 L
(All Spans)
Live Load
Defl. (in)
0.054 @ 5'
6 3/4"
0.357
Passed
(L/999+)
--
1.0 D + 1.0 L
(All Spans)
Total Load
Defl. (in)
0.075 @ 5'
6 3/4"
0.535
Passed
(L/999+)
--
1.0 D + 1.0 L
(All Spans)
TJ-Pro™
Rating
61 35 Passed --
System :
Floor
Member
Type : Joist
Building
Use :
Residential
Building
Code : IBC
2015
Design
Methodology
: ASD
Deflection criteria: LL (L/360) and TL (L/240).
Allowed moment does not reflect the adjustment for the beam stability factor.
A structural analysis of the deck has not been performed.
Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge™
Panel (24" Span Rating) that is glued and nailed down.
Additional considerations for the TJ-Pro™ Rating include: Pour Flooring Overlay.
Member Info Spans & Supports Loads Holes Location Analysis Floor Performance
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