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Stainless Steel Driven

Tee Brackets - Type 316L SS

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Type 316L low carbon stainless steel "T" shaped brackets, or T-strap ties, are used to reinforce joist beam at intersections. These structural parts are the strongest when used in pairs with machine bolts in double shear. The heavy material and premium stainless steel ensures strong, bracing and load requirements.

Availability: In stock

Product Name Part# Box Count Price Qty
4" x 4" "T" Brackets Type 316L SS ST44
$30.00
12" x 12" x 3" "T" Brackets Type 316L SS SPB66 Ea
$85.00

Description

Details

Type 316L low carbon stainless steel "T" shaped brackets, or T-strap ties, are used to reinforce joist beam at intersections. These structural parts are the strongest when used in pairs with machine bolts in double shear. The heavy material and premium stainless steel ensures strong, bracing and load requirements.

    Features:
  • Solid Type 316L Stainless Steel alloy meets AISI standards
  • 4" Tee Bracket
    • Made with 12 ga material
    • Overall dimensions: 8" H x 10" W with 3" wide legs
    • Each leg side has one 5/8" diameter hole and three 3/16" nail holes
  • 3/16" x 3" Flat bar welded Tee bracket
    • Made with 3/16" thick material for superior strength
    • Overall dimensions: 12" H x 12" W with 3" wide legs
    • Each leg side has two 5/8" diameter holes
  • Virtually imperious to salt, sand and ocean spray
  • Engineered data load capacities adheres to Uniform Building Code

Additional Info

Additional Info

Specification

 

 TEE BRACKET- LOAD CAPACITIES

GENERAL NOTES

  • Load capacity values are reported in pounds.
  • All values reported are determined using Hem-Fir wood. Adjustments must be made for use with other wood species.
  • Brackets are not recommended for use with non-supported top members (i.e., cantilever posts).
  •  All specified fasteners must be used to obtain full load capacity values.
  • All load capacities shown are based on dry moisture content conditions. For moisture contents that are not dry at fabrication or in-service, the user must use the National Design Specification (NDS) to appropriately adjust the load capacities.
  • Uplift capacities are increased for seismic and wind loads by 33% and 60%. When other load conditions exist, no increase is allowed.
  • All nails are stainless steel common nails, unless otherwise specified.
  • Load capacities formultiple directions cannot be added together. A design load that can be divided into components in the direction of the given load capacity must be evaluated as follows:
    • Design Uplift/Allowable Uplift + Design Lateral 1/Allowable Lateral 1 + Design Lateral 2/Allowable Lateral 2 < 1.0
  • Load capacities were determined using the 1991 National Design Specification in accordance with the 1997 Uniform Building Code (UBC).

Tee Bracket

 

 

 

Uplift

Lateral

 

Nails

1.00

1.33

1.6

1.00

T44

9 -16d

405

540

648

375

 


 

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