Hi,
I want to collect some opinions on welds in compression and FEA.
When analyzing say a WF column to a base plate, with just a vertical load the weld would be in compression. However, when using FEA with a small gap between the column and the base plate, I get very high VM stress in a very...
Hi all, my first time posting.
In overhead crane runway design, I am hoping someone could help me understand why the vertical impact % is applied to the self-weight of the crane and hoist, when the weights are not changing.
