davidfi
Structural
- Sep 28, 2005
- 39
I am working on a 3-story moment frame building. It is 6 bays wide and has a 2 bay and a 3 bay moment frame connected by a simple supported beam.
I know the simple supported beam is a collector. But are the moment frame beams collectors? If so, I would need to design them with overstrength factors. However, the examples I see do not use overstrength factors for moment frame beam design.
Thanks!
I know the simple supported beam is a collector. But are the moment frame beams collectors? If so, I would need to design them with overstrength factors. However, the examples I see do not use overstrength factors for moment frame beam design.
Thanks!