HomeMy WebLinkAboutTJI REPORT - 21-00160 - 1354 Clover Ct - New SFR.pdfDesign Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)568 @ 16' 6 1/2"1134 (2.25")Passed (50%)1.00 1.0 D + 1.0 L (All Spans)
Shear (lbs)555 @ 5 1/2"1655 Passed (34%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2265 @ 8' 5 1/2"3795 Passed (60%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.243 @ 8' 5 1/2"0.404 Passed (L/798)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.316 @ 8' 5 1/2"0.808 Passed (L/614)--1.0 D + 1.0 L (All Spans)
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System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Deflection criteria: LL (L/480) 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.
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Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Stud wall - DF 5.50"4.25"1.75"135 451 586 1 1/4" Rim Board
2 - Stud wall - DF 3.50"2.25"1.75"133 442 575 1 1/4" Rim Board
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Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 10" o/c
Bottom Edge (Lu)16' 7" o/c
Dead Floor Live
Vertical Load Location Spacing (0.90)(1.00)Comments
1 - Uniform (PSF)0 to 16' 9"16"12.0 40.0 Default Load
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Compression Moment (Ft-lbs)Tension Moment (Ft-lbs)
Notch Type Flange Length Depth Location Actual Allowed Result Actual Allowed Result Comments
Along Side Top "3/4"5' 3 1/2"1918 2321 Passed (83%)0 1338 Passed (0%)
Member Notes
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All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Level, Joist
1 piece(s) 11 7/8" TJI® 210 @ 16" OC
ForteWEB Software Operator Job Notes 10/7/2021 3:19:14 PM UTC
Kaleb Johnson
Weyerhaeuser
(888) 453-8358
kaleb.johnson@weyerhaeuser.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 1354 Clover Court
1354 Clover Court
Rexburg, ID
New Peak Construction
#127182
Page 1 / 2
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 Michael Jones at BFS
Weyerhaeuser Notes
Depth: 3/4"
Length:"
Location (to Center): 5' 3 1/2"
Top
Section
Flange Notch Detail
ForteWEB Software Operator Job Notes 10/7/2021 3:19:14 PM UTC
Kaleb Johnson
Weyerhaeuser
(888) 453-8358
kaleb.johnson@weyerhaeuser.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 1354 Clover Court
1354 Clover Court
Rexburg, ID
New Peak Construction
#127182
Page 2 / 2