HomeMy WebLinkAboutJOIST SPECS 3 - 19-00595 - 1045 Arctic Willow Dr - DeckDesign Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)435 @ 2' 1 3/4"3281 (3.50")Passed (13%)--1.0 D + 1.0 L (Adj Spans)
Shear (lbs)234 @ 2' 10 3/4"1305 Passed (18%)1.00 1.0 D + 1.0 L (Adj Spans)
Moment (Ft-lbs)490 @ 6' 1/2"1360 Passed (36%)1.00 1.0 D + 1.0 L (Alt Spans)
Live Load Defl. (in)0.058 @ 6' 1/2"0.195 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)0.069 @ 6' 1/2"0.390 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
TJ-Pro™ Rating N/A N/A ------
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Overhang deflection criteria: LL (2L/480) and TL (2L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 12' 1" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 1" o/c unless detailed otherwise.
•A 15% increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NDS.
•No composite action between deck and joist was considered in analysis.
• 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 Floor Live Total Accessories
1 - Beam - DF 3.50"3.50"1.50"97 338 435 Blocking
2 - Beam - DF 3.50"3.50"1.50"96 337 433 Blocking
Dead Floor Live
Vertical Load Location (Side)Spacing (0.90)(1.00)Comments
1 - Uniform (PSF)0 to 12' 3/4"16"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 isresponsible 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 atWeyerhaeuser 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-1387and/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
Floor, Joists Lower Deck
1 piece(s) 2 x 8 Douglas Fir-Larch No. 2 @ 16" OC
ForteWEB Software Operator Job Notes 11/13/2019 12:39:15 AM UTCCorbet Miskin4D Decks
(208) 277-9004info@4ddecks.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: Pugh
P
a
g
e
1
/
1