HomeMy WebLinkAboutROOF JOIST - 20-00554 - Sinclair Fueling ShedDesign Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)588 @ 4' 1 3/4"2225 (3.50")Passed (26%)1.15 1.0 D + 1.0 S (Adj Spans)
Shear (lbs)289 @ 4' 3 1/2"1794 Passed (16%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-573 @ 4' 1 3/4"3634 Passed (16%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.034 @ 0 0.415 Passed (2L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.045 @ 0 0.553 Passed (2L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Overhang deflection criteria: LL (2L/240) and TL (2L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - DF 3.50"3.50"3.50"176 412 588 Blocking
2 - Stud wall - SPF 3.50"3.50"3.50"75 263 338 None
3 - Stud wall - DF 3.50"3.50"3.50"117 299 416 Blocking
•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)7' 4" o/c
Bottom Edge (Lu)7' 4" o/c
Dead Snow
Vertical Load Location (Side)Spacing (0.90)(1.15)Comments
1 - Uniform (PSF)0 to 18' 4 1/2"16"15.0 35.0 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, Roof: Joist
1 piece(s) 11 7/8" TJI® 110 @ 16" OC
ForteWEB Software Operator Job Notes 7/29/2020 9:45:19 PM UTC
Matt Hilker
BMC
(208) 656-9585
matt.hilker@buildwithbmc.com
ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0
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