Mohamed Maher
Structural
- Dec 31, 2017
- 131
Hi all
Is their any difference in drift allowable in case wind load than seismic for frames
And how much Seay allowable for frames in buildings with only one roof as a factory for example
Thanks
Kamal
Is their any difference in drift allowable in case wind load than seismic for frames
And how much Seay allowable for frames in buildings with only one roof as a factory for example
Thanks
Kamal