Simpson Strong-Tie STB2-25134S6F100 Strong Bolt (1/4″ x 1-3/4″) Carbon Steel 2 Wedge Anchor – Fully Assembled (100 Pack)
Simpson Strong-Tie STB2-25134S6F100 Description
The Simpson Strong-Tie Fully Assembled Strong-Bolt 2 Wedge Anchors are engineered for maximum performance in corrosive environments, ideal for heavy-duty fastening into cracked or uncracked concrete.
Simpson Strong-Tie STB2-25134S6F100 Includes
- (100) 1/4 in. x 1-3/4 in. Type 316 Stainless-Steel Wedge Anchor
Simpson Strong-Tie STB2-25134S6F100 Features
- Chamfered top designed to prevent mushrooming during installation
- Qualified for static and seismic loading conditions
- Suitable for horizontal, vertical and overhead applications
- Qualified for minimum concrete thickness of 3 1/4″
- Standard fractional sizes: fits standard fixtures and installs with common drill bit and tool sizes
- Tested per ACI355.2 and AC193
Simpson Strong-Tie STB2-25134S6F100 Applications
- Heavy-duty fastening into cracked or uncracked concrete
- Reinforcing structural connections in coastal commercial builds
- Anchoring handrails in residential garages
- Marine, wastewater, and chemical exposure environments
Simpson Strong-Tie STB2-25134S6F100 Installation Overview
- Drill a hole in the base material using a carbide drill bit the same diameter as the nominal diameter of the anchor to be installed.
- Assemble the anchor with nut and washer so the top of 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 STB2-25134S6F100 Specifications
| Diameter | 1/4″ |
| Length | 1-3/4″ |
| Material | 316 Stainless Steel |
| Drill bit size | 1/4″ |
| Fixture hole size | 5/16″ |
| Installation torque | 4 ft. lbf. |
| Thread length | 1-5/16″ |
| Wrench size | 7/16″ |
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.
