Deformed Bar Anchors 5/8"

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Deformed Anchor

5/8" Deformed Bar Anchors

DEFORMED BAR ANCHORS

MECHANICAL PROPERTIES

TYPE C

After Weld

Length Reduction

Body

Diameter

Fillet

Height

Fillet

Diameter

80,000 psi

minimum (552 MPa)

70,000 psi

minimum (485 MPa)

Tensile Strength

Yield Strength (0.5% offset)

Ov rall

Len th

TYPE C STUDS are cold-worked deformed steel bars

manufactured in accordance with specifications ASTM A496

having a nominal diameter equivalent to the diameter of a plain

wire having the same weight per foot as the deformed wire.

ASTM A496 specifies a maximum diameter of 0.628 inches

(16 mm). Any bar supplied above that diameter must have the

same physical characteristics regarding deformations as required

by ASTM A496.

These Studs can be made any length above the standard minimum.

A longer grip is usually needed when welding into angles.

Consult your Sales Representative for assistance with

accessories for this type of application.

WELD STUD SPECIFICATION

WELD STUD PACKAGING

WELD STUD WEIGHTS

Bluearc

P/N

DB62-1218

DB62-1818

DB62-2418

DB62-3018

DB62-3618

DB62-4218

DB62-4818

Weld Base

Overall

Diameter

Length

Piece per

Box per

Pieces per

Box

Pallet

1,000 Piece

Box

Pallet

Weight

900

51 lbs

918 lbs

997 lbs

600

76 lbs

912 lbs

1,633 lbs

400

102 lbs

816 lbs

2,136 lbs

350

126 lbs

882 lbs

2,666 lbs

300

151 lbs

906 lbs

3,196 lbs

400

176 lbs

1,408 lbs

3,482 lbs

300

197 lbs

1,182 lbs

3,962 lbs

5/8

12 3/16

18 3/16

24 3/16

30 3/16

36 3/16

42 3/16

48 3/16

Deformed Bar Anchors:

Designed for weld and bearing plates in concrete connections.

Length:

Length listed is before weld. Stud diameters less than 5/8” will be approximately 1/8” shorter after weld - Stud diameters 5/8” - 3/4” will

be approximately 3/16” shorter - Stud diameters 1” will be approximately 1/4” shorter after weld.

Material:

Low carbon steel, ASTM A496.

STANDARD ACCESSORIES

Bare Beam

Chuck

Grip

Foot

Ferrule

CH62

GS62

Small Split

62F