msdengineer
Structural
- Dec 15, 2008
- 17
I am working on a school project and have a 3 hour firewall (CMU) that I cannot use as load bearing. I have provided steel columns inside of the wall to support joist girders that support steel joists. In the attached image, the higher red walls parallel to the joists are the 3 hour firewalls. The lower joists over the corridors are supported by a lower CMU wall.
My question is: Can the 3 hour firewall be used as a shear wall for the high roof diaphragm even though it cannot be used as a load bearing wall?
My understanding is that one side of the structure on either side of the firewall should be able to burn and collapse without affecting the other side.
Has anyone used a specific connection to attach the roof deck to a firewall that would allow shear transfer while still allowing the collapse in the case of a fire?
My question is: Can the 3 hour firewall be used as a shear wall for the high roof diaphragm even though it cannot be used as a load bearing wall?
My understanding is that one side of the structure on either side of the firewall should be able to burn and collapse without affecting the other side.
Has anyone used a specific connection to attach the roof deck to a firewall that would allow shear transfer while still allowing the collapse in the case of a fire?