Description
See specifications for dimensional information.
Both the Model AST and ASTL were developed primarily for lifting, turning and stacking lightweight beams and structural shapes while a constant tension is applied to the lifting shackle. The horizontal shackle permits a beam to be lifted with the web in a near horizontal position by placing the clamp on the load with the shackle positioned over the web, and between the flanges. With a beam lying in a horizontal position, and the clamp placed with the shackle overhanging the flange, the beam can be lifted, turned 90 degrees, and raised in a vertical position.
See specifications for dimensional information.
Rated Capacity (Tons) | Plate Thickness A (in) | Max. B (in) | C (in) | D (in) | E (in) | F (in) | G (in) | H (in) | J (in) | Weight (lbs) |
---|---|---|---|---|---|---|---|---|---|---|
1/2 | 0-3/4 | 10 3/4 | 6 11/16 | - | 1 3/4 | 6 3/16 | 1 5/8 | 2 1/2 | 1/2 | 10 |
1 1/2 | 0-3/4 | 13 | 8 1/2 | - | 2 1/2 | 7 | 2 9/16 | 3 | 5/8 | 20 |
3 | 0-1 1/2 | 19 1/4 | 12 1/2 | - | 3 3/4 | 11 | 3 | 4 5/8 | 3/4 | 50 |