RDMESH
Structural
- Dec 9, 2014
- 18
Hi All,
On buildings with glass roof almost same as skylight would you consider the compression flange of beam to be fully braced by glass roof same as metal decks. I am considering all beam to be fully unbraced at the moment and the beam are requiring to be beefier than expected anyone on the similar scenario? I have very little experience with glass roof. I appreciate your comments and suggestions.
Thank you ahead of time.
On buildings with glass roof almost same as skylight would you consider the compression flange of beam to be fully braced by glass roof same as metal decks. I am considering all beam to be fully unbraced at the moment and the beam are requiring to be beefier than expected anyone on the similar scenario? I have very little experience with glass roof. I appreciate your comments and suggestions.
Thank you ahead of time.