Simpson Strong-Tie® WA19000 Wedge-All® Wedge Anchor, 1 in dia, 9 in OAL, 2-1/4 in L Thread, Carbon Steel, Zinc Plated
SKU
ANC77100
UPC #044315874307
Manufacturer #WA19000
$82.74
$82.74
Quantity Break Pricing may apply in the cart
Availability:
Generally in stock, call for availability
Description
Simpson Strong-Tie® wedge anchor, series: Wedge-All®, 1 in dia, 9 in OAL, 2-1/4 in thread length, carbon steel, zinc plated, 4-1/2 in minimum embedment depth, 1 in drill, 1-1/2 in head, 1,156 lb shear strength, 2,440 lb tensile a non-bottom-bearing, wedge-style expansion anchor for use in solid concrete or grout-filled masonry. The Wedge-All® wedge anchor is available in carbon steel with zinc or mechanically galvanized coating, as well as types 303/304 and type 316 stainless steel. Threaded studs are set by tightening the nut to the specified torque. The Wedge-All® is code listed for grout-filled masonry applications.
Features
- Code listed under IBC/IRC for grout-filled CMU per ICC-ESESR-1396
- One-piece, wrap-around clip ensures uniform holding capacity
- Threaded end is chamfered for ease of starting nut
- Available in a wide range of diameters and lengths
- Carbon steel ASTM A563 grade A nut
- The minimum concrete thickness is 1-1/2 times the embedment depth
- The allowable loads are based on a safety factor of 4
- 1-1/8 in minimum fixture hole
- 300 ft-lb installation torque
- 15400 lb at 2000 psi/15680 lb at 4000 psi ultimate tension loads and 3850 lb at 2000 psi, 3885 lb at 3000 psi, 3920 lb at 4000 psi for concrete
- 22519 lb ultimate and 5730 lb allowable shear loads at 2000 psi for concrete
- Anchor body material meets minimum 70000 psi tensile strength
Specs
Manufacturer Part Number | WA19000 |
---|---|
Manufacturer | Simpson Strong-Tie |
Brand Name | SIMPSON STRONG-TIE |
UPC | 044315874307 |
Length (in) | 9 |
Height (in) | 1 |
Diameter | 1 in |
Series | Wedge-All® |
Head Size | 1-1/2 in |
Thread Length | 2-1/4 in |
Material | Carbon Steel |
Standard Approvals |
|
Package Quantity | 10/Each |
Reviews
Write Your Own Review