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L9 Fasteners - UZ Engineered Products

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FASTENERS<br />

190<br />

Anchor <strong>Fasteners</strong><br />

<strong>UZ</strong> Rapid Drive Anchor Technical Data<br />

Ultimate Load Capacities - Wallboard & Plywood<br />

Anchor Diameter<br />

In.(mm)<br />

1/4 (6.4)<br />

Ultimate Load Capacities - Normal Weight Concrete<br />

Anchor Diameter<br />

In.(mm)<br />

1/4 (6.4)<br />

1/2" Wallboard 5/8" Wallboard 1/2" Plywood<br />

Embedment Depth In.(mm)<br />

3/4 (19.1)<br />

1(25.4)<br />

1 800 458-4018 www.uzengprod.com<br />

Minimum Concrete Compressive Strength<br />

F'c>4000 psi (27.6 Mpa)<br />

Tension Lbs.(kN) Shear lbs.(kN)<br />

350 (1.6) 1,030 (4.6)<br />

700 (3.2) 1,070 (4.8)<br />

Ultimate Load Capacities - Grout Filled & Hollow Concrete Masonry & Structural Brick Masonry<br />

Anchor Diameter<br />

In.(mm)<br />

1/4 (6.4)<br />

Tension Lbs.(kN)<br />

85 (0.4)<br />

Embedment<br />

Depth In.(mm)<br />

3/4 (19.1)<br />

3/4 (19.1)<br />

1(25.4)<br />

1(25.4)<br />

Shear lbs.(kN)<br />

245 (1.1)<br />

Anchor<br />

Location<br />

Center of<br />

Masonry Unit<br />

T-Joint<br />

Center of<br />

Masonry Unit<br />

T-Joint<br />

Tension Lbs.(kN)<br />

135 (0.6)<br />

Grout filled CMU<br />

ASTM C-90 Block<br />

Tension<br />

Lbs.(kN)<br />

-<br />

-<br />

305 (1.4)<br />

290 (1.3)<br />

Shear<br />

lbs.(kN)<br />

-<br />

-<br />

825 (3.7)<br />

915 (4.1)<br />

Shear lbs.(kN)<br />

360 (1.6)<br />

Hollow CMU<br />

ASTM C-90 Block<br />

Tension<br />

Lbs.(kN)<br />

-<br />

-<br />

305 (1.4)<br />

290 (1.3)<br />

Tension Lbs.(kN)<br />

255 (1.1)<br />

Shear<br />

lbs.(kN)<br />

1 800 458-4018 www.uzengprod.com<br />

-<br />

-<br />

825 (3.7)<br />

915 (4.1)<br />

Structural Brick<br />

Masonry<br />

F'm>1500 psi<br />

(10.3 Mpa)<br />

Tension<br />

Lbs.(kN)<br />

400 (1.8)<br />

350 (1.6)<br />

600 (2.7)<br />

380 (1.7)<br />

Shear lbs.(kN)<br />

600 (2.7)<br />

Shear<br />

lbs.(kN)<br />

650 (2.9)<br />

600 (2.9)<br />

900 (4.1)<br />

825 (3.7)

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