Monday, October 8, 2007

RE: Choice between intermittent and continuous fillet weld in Crane girder ( I beam with channel top)

Intermittent welds have a higher stress category if fatigue is an issue.

 

Bob Garner, S.E.

 


From: Sanjay Verma [mailto:sverma@p-and-i.com]
Sent: Monday, October 08, 2007 9:58 AM
To: seaint@seaint.org
Subject: Choice between intermittent and continuous fillet weld in Crane girder ( I beam with channel top)

 

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