Deformed Bar Anchors (DBA)
LENGTH: Length is before weld. Stud diameters (D) 1/2″ and below will be approximately 1/8″ shorter after welding. 5/8″ and larger will be approximately 3/16″ shorter after welding.
MATERIAL: Low carbon steel ASTM: A1064-18 (ASTM A496 has been withdrawn)
We can bend the product to your specification upon request.
Print Dbar Spec Sheet ESR-2823 DBA LA City Approvals_DBAR
|Mechanical Property Requirements |
|Type C3 |
|Tensile Strength||80,000 psi min |
|Yield Strength |
|(0.2% offset)||----- |
|(0.5% offset)||70,000 psi min |
(% in 2-in.)
|Reduction of Area||----- |
|3Type C studs are cold-worked deformed steel bars manufactured in accordance with specification ASTM A1064-18(ASTM A496 has been withdrawn) having a minimal diameter equivalent to the diameter of a plain wire having the same weight per foot as the deformed wire. ASTM A1064-18(ASTM A496 has been withdrawn) specifies a maximum diameter of 0.628 in. (16 mm) maximum. Any bar supplied above that diameter must have the same physical characteristics regarding deformations as required by ASTM A1064-18(ASTM A496 has been withdrawn) |