LGARG
Structural
- Apr 22, 2007
- 38
Hi guys
I wanted to know if its ok to calculate all the OMF with a 2.8 omega factor(not only the connection).WE usually do that to avoid the design of the connection and the drift check. We usually use a Column to beam welded connection without plates. Is this Ok?
LG
I wanted to know if its ok to calculate all the OMF with a 2.8 omega factor(not only the connection).WE usually do that to avoid the design of the connection and the drift check. We usually use a Column to beam welded connection without plates. Is this Ok?
LG
