Headed-Anchor-Main2
Headed Anchor

Headed Anchor Weld Stud

Headed Anchor Studs are used in all types of concrete connection. They can be welded to a flat surface, or in the fillet, or on the heel of an angle.

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

Material – Low carbon steel ASTM A108, 1010-1020.  Headed anchor studs are also available in stainles steel. 

Headed Anchor

Product Description

Stud Specifications
Stud Diameter (D) Head Diameter (H) Thickness (A)
1/4 .500 .187
3/8 .750 .281
1/2 1.000 .281
5/8 1.250 .312


Stud Specifications
Stud Diameter (D) Stud Length (L) Part Number 1000 Pieces Weight (lbs) Pieces Per Box
1/4 1 1/8 HA O25-0112 22 2000
2 11/16 HA 025-0268 43 1000
4 1/8 HA 025-0412 63 600
3/8 1 3/8 HA 037-0137 68 1000
1 5/8 HA 037-0162 77 1000
2 1/8 HA 037-0212 92 700
2 5/8 HA 037-0262 111 600
3 1/8 HA 037-0312 124 500
4 1/8 HA 037-0412 154 350
6 1/8 HA O37-0612 212 200
1/2 1 1/8 HA 050-0112 112 600
1 5/8 HA 050-0162 138 450
2 1/8 HA 050-0212 166 400
2 5/8 HA 050-0262 198 350
3 1/8 HA 050-0312 223 300
3 5/8 HA 050-0362 246 200
4 1/8 HA 050-0412 277 200
5 5/16 HA 050-0531 339 150
6 1/8 HA 050-0612 388 125
8 1/8 HA 050-0812 495 100
10 1/8 HA 050-1012 680 75
5/8 1 7/16 HA 062-0143 208 400
2 11/16 HA 062-0268 319 250
3 3/16 HA 062-0318 363 200
4 3/16 HA 062-0418 444 150
5 3/16 HA 062-0518 528 100
6 9/16 HA 062-0656 646 80
8 3/16 HA 062-0818 781 50
10 3/16 HA 062-1018 946 100

Special sizes available upon request


Mechanical Property Requirements
  Type A1 Type B2
Tensile Strength 61,000 psi minimum 65,000 psi minimum
(420 MPa) (450 MPa)
Yield Strength (0.2% offset) 49,000 psi minimum 51,000 psi minimum
(340 MPa) (350 MPa)
Elongation (% in 2 in.) 17% min 20% min
Elongation (% in 5x dia.) 14% min 15% min
Reduction of Area 50% min 50% min

 

* Type A studs shall be general purpose of any type and size used for purposes other than shear transfer in composite beam design and construction.

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