Oct 21, 2005 #1 chriskrol Structural Joined Apr 20, 2005 Messages 22 Location US I am designing pipe racks and I was wondering what would be a lateral deflection limit for a moment frame supporting pipes. They are 40- 50 feet high. Thanks kris
I am designing pipe racks and I was wondering what would be a lateral deflection limit for a moment frame supporting pipes. They are 40- 50 feet high. Thanks kris