New
Arrivals/Restock
Simpson Strong-Tie STB2-503344SS Strong-Bolt 2 — 1/2 in. x 3-3/4 in. Type 304 Stainless-Steel Wedge Anchor (25-Qty)
4.2 (42 items)
Limited Time SaleUntil the end
19
34
31
US$58.59 cheaper than the new price!!
Free shipping for purchases over $99 ( Details )
Free cash-on-delivery fees for purchases over $99
Free cash-on-delivery fees for purchases over $99
See all stores
Please note that the sales price and tax displayed may differ between online and in-store. Also, the product may be out of stock in-store.
Used US$39.06
Product details
| Management number | 215654706 | Release Date | 2026/04/12 | List Price | US$39.06 | Model Number | 215654706 | ||
|---|---|---|---|---|---|---|---|---|---|
| Category | |||||||||
- Code listed for cracked and uncracked concrete applications
- 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
- Standard (ANSI) fractional sizes: fits standard fixtures and installs with common drill bit and tool sizes
| UPC | 707392124948 |
|---|---|
| Brand | Simpson Strong-Tie |
| Model | STB2-503344SS |
| Head Type | Chamfered |
| Size Name | 2 1/16-13 UNC |
| Metal Type | Stainless Steel |
| Unit Count | 1.0 Count |
| Item Weight | 5.9 Pounds |
| Part Number | STB2-503344SS |
| Thread Size | 2 1/16 |
| Thread Type | Unc |
| Drive System | Slotted, Phillips |
| Finish Types | polished |
| Manufacturer | Simpson Strong-Tie |
| Thread Style | Right Hand |
| Fastener Size | 2 1/16 |
| Fastener Type | Anchor Bolt |
| Material Type | Type 304 Stainless Steel |
| Exterior Finish | Type 304 Stainless Steel |
| Item Dimensions | 1.06 x 1.06 x 3.81 inches |
| Screw Head Style | Flat |
| Manufacturer Grade | Grade 304 |
| Set Screw Thread Type | Unified National Coarse (UNC) |
| Global Trade Identification Number | 00707392124948 |
Correction of product information
If you notice any omissions or errors in the product information on this page, please use the correction request form below.
Correction Request Form