Simpson Strong-Tie STB2-37334P1 (3/8 x 3-3/4) Strong-Bolt 2 Wedge Anchor Zinc Plated (1 Piece)
$3.99
$4.99
Simpson Strong-Tie STB2-37334P1 Description The Strong-Bolt 2 Wedge Anchor is a high-performance anchor designed for cracked and uncracked concrete applications, offering static and seismic load capabilities. Simpson Strong-Tie STB2-37334P1 Includes (1) St
Simpson Strong-Tie STB2-37334P1 Description
The Strong-Bolt 2 Wedge Anchor is a high-performance anchor designed for cracked and uncracked concrete applications, offering static and seismic load capabilities.
Simpson Strong-Tie STB2-37334P1 Includes
- (1) Strong-Bolt 2 Wedge Anchor
Simpson Strong-Tie STB2-37334P1 Features
- Chamfered top designed to prevent mushrooming during installation
- Qualified for static and seismic loading conditions (seismic design categories A through F)
- Suitable for horizontal, vertical and overhead applications
- Qualified for minimum concrete thickness of 3 1/4″, and lightweight concrete-over-steel deck thickness of 2 1/2″ and 3 1/4″
- Standard (ANSI) fractional sizes: fits standard fixtures and installs with common drill bit and tool sizes
- Tested per ACI355.2 and AC193
Simpson Strong-Tie STB2-37334P1 Applications
- Cracked and uncracked concrete anchoring
- Seismic load applications
- Horizontal, vertical, and overhead installations
Simpson Strong-Tie STB2-37334P1 Installation Overview
- Drill a hole in the base material using a carbide drill bit of the same diameter as the anchor.
- Blow the hole clean using compressed air.
- Assemble the anchor with nut and washer, ensuring the nut is flush with the top of the anchor.
- Place the anchor in the fixture and drive it into the hole until the washer and nut are tight against the fixture.
- Tighten to the required installation torque.
Simpson Strong-Tie STB2-37334P1 Specifications
NOTE: Do not use an impact wrench to set or tighten the Strong-Bolt 2 anchor. Oversized holes in the base material will make it difficult to set the anchor and will reduce the anchor’s load capacity.
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