Simpson Strong-Tie STB2-37300P1 Strong Bolt (3/8" x 3") 2 Wedge Anchor - Zinc Plated (1 Piece)
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Key Specifications
                        
                          Description
                          
                        
                      
                      Description
Simpson Strong-Tie STB2-37300P1 Description
The Strong-Bolt 2 Wedge Anchor is a reliable and durable solution for anchoring in cracked or uncracked concrete, suitable for static and seismic loading conditions.
Simpson Strong-Tie STB2-37300P1 Includes
- (1) Strong-Bolt 2 Wedge Anchor
Simpson Strong-Tie STB2-37300P1 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 STB2-37300P1 Applications
- Anchoring in cracked or uncracked concrete
- Seismic and static load applications
- Horizontal, vertical, and overhead installations
Simpson Strong-Tie STB2-37300P1 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 or ensure it is deep enough to accommodate embedment depth and dust.
- Assemble the anchor with nut and washer, place it in the fixture, and drive it into the hole.
- Tighten the anchor to the required installation torque.
Simpson Strong-Tie STB2-37300P1 Specifications
| Diameter | 3/8" | 
| Finish | Zinc Plated | 
| Length | 3" | 
| Material | Carbon Steel | 
| Drill bit size | 3/8" | 
| Installation torque | 30 ft. lbs | 
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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