Deformed Bar Anchor

DESCRIPTION
D”  x  L”		 PART
NUMBER		 WEIGHT (lbs.)
PER 1000		 FERRULE SPECIFICATIONS
FERRULE
CODE		 B D G M
3/8 x 10 1/8 DA-037-1012 288 FF-037 .505 .640 .234 .390
3/8 x 12 1/8 DA-037-1212 344
3/8 x 18 1/8 DA-037-1812 515
3/8 x 24 1/8 DA-037-2412 685
3/8 x 30 1/8 DA-037-3012 897
3/8 x 38 1/8 DA-037-3612 1029
3/8 x 48 1/8 DA-037-4812 1394
1/2 x 8 1/8 DA-050-0812 451 FF-050 .650 .795 .250 .438
1/2 x 10 1/8 DA-050-1012 529
1/2 x 12 1/8 DA-050-1212 680
1/2 x 18 1/8 DA-050-1812 972
1/2 x 24 1/8 DA-050-2412 1292
1/2 x 30 1/8 DA-050-3012 1560
1/2 x 36 1/8 DA-050-3612 1879
1/2 x 42 1/8 DA-050-4212 2174
1/2 x 48 1/8 DA-050-4812 2502
5/8 x 12 3/16 DA-062-1218 997 FF-062 .785 1.030 .328 .516
5/8 x 18 3/16 DA-062-1818 1633
5/8 x 24 3/16 DA-062-2418 2136
5/8 x 30 3/16 DA-062-3018 2666
5/8 x 36 3/16 DA-062-3618 3196
5/8 x 42 3/16 DA-062-4218 3482
5/8 x 48 3/16 DA-062-4818 3962
3/4 x 12 3/16 DA-075-1218 1525 FF-075 1.215 1.030 .469 .656
3/4 x 18 3/16 DA-075-1818 2280
3/4 x 24 3/16 DA-075-2418 3032
3/4 x 30 3/16 DA-075-3018 3780
3/4 x 36 3/16 DA-075-3618 4530

Ferrules

All orders for studs include ferrules.

Mechanical Properties

TENSILE STRENGTH 80,000 PSI MIN (552 MPa)
YIELD STRENGTH (0.5% OFFSET)
70,000 PSI MIN (485 MPa)

Material

LOW CARBON STEEL
ASTM A-496

Application

Deformed bar anchors are designed for weld and bearing plates in concrete connections.

Other Notes

Custom lengths available

Stud Length Reduction

Specified lengths are before weld.
Approximate length reduction after welding are:

Diameter Length
Reduction
1/2″ or below 1/8″
5/8″ 3/16″