LHSVBALL
Structural
- Jul 14, 2011
- 6
Hi, this is my first time posting, so be gentle !
I am interning over the summer and attempting to design a repad welded onto the side of an existing pressure vessel. There is a 225lb load 1'-1" from the vessel we are attempting to cantilever an eyelet with the load on the end. Any have any suggested directions to go?
Thanks.
I am interning over the summer and attempting to design a repad welded onto the side of an existing pressure vessel. There is a 225lb load 1'-1" from the vessel we are attempting to cantilever an eyelet with the load on the end. Any have any suggested directions to go?
Thanks.