Simpson Strong-Tie STB2-755126SS Description
Simpson Strong-Bolt 2 anchors are non-bottom-bearing, ICC-ES code compliant anchors made to be installed in cracked or uncracked concrete. Strong-Bolt 2 Wedge anchors are qualified for both static and seismic loading and suitable for horizontal, vertical and overhead applications.
Simpson Strong-Tie STB2-755126SS Includes
- (10) Strong-Bolt 2 Wedge Anchor
Simpson Strong-Tie STB2-755126SS 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
- 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 STB2-755126SS Applications
- Concrete anchoring in cracked or uncracked concrete
- Seismic loading applications
- Horizontal, vertical, and overhead installations
Simpson Strong-Tie STB2-755126SS 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.
- Blow the hole clean using compressed air or ensure it is deep enough to accommodate embedment depth and dust from drilling.
- 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 STB2-755126SS Specifications
Material |
316 Stainless Steel |
Diameter |
3/4″ |
Length |
5-1/2″ |
Drill Bit Size |
3/4″ |
Installation Torque |
150 ft. lbs |
Thread Length |
3-3/16″ |
Quantity |
10 |
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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