The Model AST was 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 posi-
tioned 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.
PRICING
LOCATED BELOW SPECIFICATIONS
SPECIFICATIONS
( in inches)
Rated
Cap.
Tons
Plate
Thickness
A
MAX.
B
C
D
E
F
G
H
J
Wt.
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
SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE.
OTHER CAPACITIES AVAILABLE UPON REQUEST.
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