Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations The Obturator on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Girder splices 1

Status
Not open for further replies.

Ipetu

Structural
Jun 5, 2007
54
I know this sounds a little bit odd but I have to ask the question. The question is has anyone come across a deep girder moment splice with only top flange splice and a web splice i.e. the bottom flanges are not spliced. If you have come across this please be kind enough to provide some design guidelines or reference material. THanks.
 
Replies continue below

Recommended for you

With the bottom side being the tension side?

Hg

Eng-Tips policies: faq731-376
 
That's right. Bottom side being the tension side if you can believe it.
 
It was most likely a case were the welder forgot to come back and finish the splice after a long lunch.

Best regards - Al
 
It is not a moment splice unless both flanges are spliced. Are you sure it is not just a shear splice? The top flange plate could be just for lateral load continuity.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor