Anchor Bolt Welding
Anchor Bolt Welding
(OP)
I have a current project where 3" diameter ASTM F1554 Gr. 36 anchor bolts for a process tower were installed 5" too short. I am investigating the welded extension option as described in AISC DG1 and DG21. Would PWHT ever be required for F1554 Gr. 36? How can the material be investigated to ensure that the ASTM A36 composition limitations were met for the bolts supplied? What type of NDT is recommended for welding the anchor bolts?






RE: Anchor Bolt Welding
RE: Anchor Bolt Welding
RE: Anchor Bolt Welding
RE: Anchor Bolt Welding
I trust the Contractor is funding your efforts.
RE: Anchor Bolt Welding