Fabricator is insisting in providing intermittent fillet weld in Crane girder (I-beam with channel top).
I have seen continuous weld not a problem contrary to fabricator who is advocating that continuous weld will leave warped channel surface.
Please advice / share your experience.
Channel web thickness is .4 inch and recommended continuous weld is ¼.
Best Regards,
Sanjay Kumar Verma, P.E.
818-7203140