holdpt
Structural
- Oct 10, 2011
- 82
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.
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.