Deformed Bar Anchors 3/8"

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Deformed Anchor

3/8" 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

DB37-1012

DB37-1212

DB37-1812

DB37-2412

DB37-3012

DB37-3612

DB37-4812

Weld Base

Overall

Diameter

Length

Piece per

Box per

Pieces per

Box

Pallet

Box

Pallet

1,000 Piece

Weight

46 lbs

828 lbs

288 lbs

55 lbs

990 lbs

344 lbs

3/8

10 1/8

12 1/8

18 1/8

24 1/8

30 1/8

36 1/8

48 1/8

150

2,700

1,800

80 lbs

960 lbs

515 lbs

1,200

108 lbs

864 lbs

685 lbs

1,050

130 lbs

910 lbs

897 lbs

900

156 lbs

936 lbs

1,029 lbs

900

208 lbs

1,248 lbs

1,394 lbs

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

CH37

GS37

Small Split

37F