Simpson Strong-Tie STB2-504346SS (1/2 x 4-3/4) Strong-Bolt 2 Type 316 Stainless-Steel Wedge Anchor (25 Pack)
$125.14
$250.28
Simpson Strong-Tie STB2-504346SS Description Simpson Strong-Bolt 2 anchors are ICC-ES code compliant, non-bottom-bearing wedge anchors designed for cracked or uncracked concrete. They are suitable for static and seismic loading conditions. Simpson Strong-T
Simpson Strong-Tie STB2-504346SS Description
Simpson Strong-Bolt 2 anchors are ICC-ES code compliant, non-bottom-bearing wedge anchors designed for cracked or uncracked concrete. They are suitable for static and seismic loading conditions.
Simpson Strong-Tie STB2-504346SS Includes
- (25) Strong-Bolt 2 Wedge Anchor
Simpson Strong-Tie STB2-504346SS 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 STB2-504346SS Applications
- Concrete anchoring in cracked or uncracked concrete
- Seismic loading applications
- Horizontal, vertical, and overhead installations
Simpson Strong-Tie STB2-504346SS 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 STB2-504346SS 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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