HomeMy WebLinkAboutJOIST REPORT - M20-00013 - Zollinger - 3734 E Hwy 33 - OfficeShop. F O R T E' CM MEMBER REPORT PASSED
Level, Floor: Joist
1 piece(s) 16" TJI® 230 @ 16" OC
0
14'6'
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Aetna) O Location
Allowed
Resuit
LDF
load: Combination (Pattern)
Member Reaction (Ibs)
1389 @ 41/2'
1485 (3.50")
Passed (94%)
1.00
1.0 D + 1.0 L (All Spans
Shear (Ibs)
1324051/2'
2190
Passed (60%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (R -lbs)
4912 0 IS I/Z'
5710
Passed (86%)
1.00
1.0 D + 1.0 L (AII Spans)
Live Load Defl. (In)
0.270 @ T 8 1/2"
0.489
Passed (1.1651)
--
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.296 @ T 81/2"
0.733
Passed L/594)
—
1.0 D + 1.0 L (AII Spans)
TJ -Prole Rating
60
40
Passed
—
n m r. u lYaw2 ane n 1ya-wJ.
• Allowed moment does not reflect the adjustment for the beam stability factor.
• A structural anaysis of the deck has not been pedorned.
• Defection analysis Is based on composite action with a single layer of 23/32" Weyerhaeuser EdgeTM Panel (24" Span Rating) that Is glued and nalled down.
• Additional considerations for the TJ -Pro"' Rating Include: None.
Rim Board is assumed to carry of loads applied directly above R, bypassing the member being designed
Lateral Bracing
Bearing Length
Loads to supports (lbs)
4' S' o/c
Supports
Total Available Required!
Dead Floor Lhm Total
A:—a IIM
Std wall - SPF
5.50" 4.25" 3.10"
123 1285 1408
1 11/4" Wm Board
! - Stud wall - SPF
5.50" 4.25" 3.10"
123 1265 1408
11/4- Rim Board
Rim Board is assumed to carry of loads applied directly above R, bypassing the member being designed
Lateral Bracing
Bracing Intemts Comments
top Edge (W)
4' S' o/c
Bottom Edge (W)
IS 3" O/C
T31 Wide are only analyzed using
Matlmum Allowable badno solutions.
•Madmum allawable trading Intervals based an applied load.
Vertical Load
Location (Side)
1
spacing
Dead
(0.90)
Floor Live
(1.00)
Commands;
1- Uniform (PSF)
Oto is- s.
I6"
12.0
125.0
Default load
0
System: Floor
Member Type : Joist
Building use: Residential
Budding Code: IBC 2015
Design Methodology: Asp
Weyethamins, warrants that the sizing of Its products will be in accord ance wRh Weyerhaeuser product desJgn arteria and published design values. Weyatnemer eOressly disclaims any other wamantles
related to the soMvare. Use of this software IS not Intended to circumvent the need for a design pmfmi"l Be determined by the authority having judsdldion. The designer of record, bullder or Ramer is
responsible m mum that this calculation Is compatible with the overall project. Accessories (Rim Board, Bloddng Panels and Squash Blodrs) am not designed by this software. Products manufactured at
Weyerhaeuser facatles are third -Parry certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by WC -IRS under evaluation reports ESR -1153 and ESR -1387
and/or tested In accordance with applicable ASTM stantlards. For current code evaluation reports, Weyerhaeuser product fterature and Installation details refer to
www.weyerhmuser.mm/wwdproduds/docu t-nbmry.
The product application, input design loads, dimensions rasions and support information have been provided by Pm4WEB Software Operator
FortelA B software operator
7/20/2020 3:41:31 PM UTC
ForteWEB v3.0, Engine: VB.1.2.3, Data: V8.0.0.0
Vkyedssnacr File Name: ZOLLINGER SHOP
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Sob Notes
Ryan Malm
Jrw &Associates
(208) 359-2309
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