HomeMy WebLinkAboutFLOOR JOIST - 23-00219 - 53 S 3rd E - Addition/RemodelDesign Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)664 @ 2 1/2"1134 (2.25")Passed (59%)1.00 1.0 D + 1.0 L (All Spans)
Shear (lbs)648 @ 3 1/2"1655 Passed (39%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2580 @ 8' 1"3795 Passed (68%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.259 @ 8' 1"0.525 Passed (L/729)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.337 @ 8' 1"0.788 Passed (L/561)--1.0 D + 1.0 L (All Spans)
TJ-Pro™ Rating 41 40 Passed ----
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2018
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: None.
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Factored Accessories
1 - Stud wall - SPF 3.50"2.25"1.75"155 517 673 1 1/4" Rim Board
2 - Stud wall - SPF 3.50"2.25"1.75"155 517 673 1 1/4" Rim Board
•TJI joists are only analyzed using Maximum Allowable bracing solutions.
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 6" o/c
Bottom Edge (Lu)16' o/c
Dead Floor Live
Vertical Load Location Spacing (0.90)(1.00)Comments
1 - Uniform (PSF)0 to 16' 2"19.2"12.0 40.0 Default Load
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Level, Floor: Joist
1 piece(s) 11 7/8" TJI® 210 @ 19.2" OC
ForteWEB Software Operator Job Notes 5/18/2023 3:29:36 PM UTCSpencer Blaylock
Blaylock Custom Construction
(208) 206-0331
blaylocks@gmail.com
ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6
File Name: Todd Kelson
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