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WEDGE-ALL® Wedge Anchor

Information on this page has been updated since the printing of the 2007 Anchor Systems Catalog (C-SAS-2007).
To view the specific changes made to this page in detail, visit Product Information Updates.

The Wedge-All is a non-bottom bearing, wedge style expansion anchor for use in solid concrete or grout filled masonry. A one-piece clip ensures uniform holding capacity that increases as tension is applied. The threaded stud version is available in nine diameters and multiple lengths. A single size tie-wire version is available for wire supported fixtures. Threaded studs are set by tightening the nut. Tie-wire anchors are set with the claw end of a hammer.

SPECIAL FEATURES

  • One piece wrap around clip
  • Threaded end is chamfered for ease of starting nut.
  • Most sizes feature full thread for added versatility.

MATERIAL

Carbon and stainless steel.

FINISH

Carbon steel anchors are available zinc plated or mechanically galvanized.

CODE REPORTS

  • (Stud anchor only) ICC-ES ESR-1396 (PDF)
  • City of L.A. RR24682 (PDF)
  • Factory Mutual 3017082
  • Florida FL 5415.3 (PDF)
  • Underwriters Laboratories File Ex3605
  • Meets requirements of Federal Specifications A-A-1923A, Type 4

The Load Tables list values based upon results from the most recent testing and may not reflect those in current code reports. Where code jurisdictions apply, consult the current reports for applicable load values.

TEST CRITERIA

The Wedge-All anchor has been tested in accordance with ICC-ES's Acceptance Criteria for Expansion Anchors in Concrete and Masonry Elements (AC01). ICC-ES report ESR-1396 recognizes the carbon and stainless steel Wedge-All for the following:

  • Static Tension and Shear Loading.
  • Seismic and Wind Loading.
  • Combination Tension and Shear Loading.
  • Critical and Minimum Edge Distance.
 
Wedge-All

LINKS:

INSTALLATION

MATERIAL SAFETY DATA SHEETS

SUGGESTED SPECIFICATIONS

Wedge anchors shall be a threaded stud with an integral cone expander and a single piece expansion clip. The stud shall be carbon steel with a minimum 70,000 psi tensile strength, or type 303, 304 or 316 stainless steel, as called for on the drawings. Anchors shall meet Federal Specification A-A-1923A, Type 4. Anchors shall be Wedge-Alls from Simpson-Strong Tie, Pleasanton, CA. Anchors shall be installed following Simpson Strong-Tie's instructions for Wedge-Alls.

 
Length Identification Head Marks on Wedge-All Anchors
(corresponds to length of anchor – inches).
Length Identification Head Marks on Wedge-All Anchors (corresponds to length of anchor - inches).
 
 
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