Deformed Bar Anchor Main2
Deformed Bar Anchor

Deformed Bar Anchor Weld Stud

Deformed Bar Anchors are designed for weld and bearing plates in concrete connections.

Length is before weld. Stud diameters (D) 1/2″ and smaller will be approimately 1/8″ shorter after welding. 5/8″ and larger will be approximately 3/16 shorter after welding. Made to order lengths available upon request. 

Material – Low carbon steel ASTM: A-496

Consult your NFS representative for other available lengths.

Deformed Bar Anchor

Product Description

Stud Specifications
Stud Diameter (D)Stud Length (L)Part Number1000 Pieces Weight (lbs)Pieces Per Box
3/810 1/8DA 037-1012288150
12 1/8DA 037-1212344150
18 1/8DA 037-1812515150
24 1/8DA 037-2412685150
30 1/8DA 037-3012897150
36 1/8DA 037-36121,029150
48 1/8DA 037-48121,394150
1/28 1/8DA 050-0812451100
10 1/8DA 050-1012529100
12 1/8DA 050-1212680100
18 1/8DA 050-1812972100
24 1/8DA 050-24121,292100
30 1/8DA 050-30121,560100
36 1/8DA 050-36121,879100
42 1/8DA 050-42122,174100
48 1/8DA 050-48122,502100
5/812 3/16DA 062-121899750
18 3/16DA 062-18181,63350
24 3/16DA 062-24182,13650
30 3 /16DA 062-30182,66650
36 3/16DA 062-36183,19650
42 3/16DA 062-42183,48250
48 3/16DA 062-48183,962250
3/412 3/16DA 075-12181,52540
18 3/16DA 075-18182,27640
24 3/16DA 075-24183,02740
30 3/16DA 075-30183,77840
36 3/16DA 075-36184,52940

Special sizes available upon request

Mechanical Property Requirements
Type C*
Tensile Strength80,000 psi minimum
(552 MPa)
Yield Strength (0.2% offset)
Yield Strength (0.5% offset)70,000 psi minimum
(485 MPa)
Elongation (% in 2 in.)
Reduction of Area

* Type C studs are cold-worked deformed steel bars manufactured in accordance with specification 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 in. (16 mm) maximum. Any bar supplied above the diameter must have the same physical characteristics regarding deformations as required by ASTM A496.