ars13
Structural
- Feb 11, 2009
- 33
I have a 2 story braced frame. The diagonal braces are broken at the 1st story and designed using those lenghts respectively. The beam at the first story is not braced by the floor diaphragm. Am I right to say that the beam at the 1st story has to be designed as a lateral brace or provide stability for the diagonal members? If so, how much should it be designed for? Does the AISC have a design guide for lateral bracing?