IJR
Structural
- Dec 23, 2000
- 774
We often have to specify thin flanges and thin webs(about 1/4 of an inch or roughly 6mm) in built up I sections.
Complaint is when you weld up the parts together at the shop, ugly deformations result as is well known
I wonder if there is a way against this, because these thin plates tend to be very useful in most of our work.
respects. And additional thanx to all pals who helped out in my last post.
IJR
Complaint is when you weld up the parts together at the shop, ugly deformations result as is well known
I wonder if there is a way against this, because these thin plates tend to be very useful in most of our work.
respects. And additional thanx to all pals who helped out in my last post.
IJR