Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

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

Plate Splices

Status
Not open for further replies.

holdpt

Structural
Joined
Oct 10, 2011
Messages
82
Location
US
We are fabricating to D1.1 but this may also fall under AISC as well.
I have not found in either where there is a specification stating that plate splices must be staggered. In other words, you must avoid forming a "cross-hair" with splices.
Can anyone substantiate my findings, or lack thereof, in D1.1 and AISC?

The GM and other "old schoolers" insist that there must be a 5X thickness worth of stagger for seams. It creates a little more difficulty in rolling when this is done also.
 
What?

Best regards - Al
 
Ex. You have 2 rectangular plates spliced length-wise. You roll the length creating another splice. You now have a horizontal and vertical splice that will create a "cross-hair". Is this an issue?
Someone has come up with a 5X the thickness rule so that you end up with 2 "T" intersections instead of a "cross" intersection.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top