Ganged Studs Attachment to Steel Beams at Composite Floor Deck Podium Structure
Ganged Studs Attachment to Steel Beams at Composite Floor Deck Podium Structure
(OP)
I have project that has a steel-framed 2nd floor with a 5.5" thick (total) composite concrete deck, followed by 2 or 3 stories of wood stud wall framing above the steel level. I've aligned all of my steel beams under the load-bearing wood walls. However, I am trying to figure out the best method of attachment for the ganged stud members that I am using as chords for shear walls.
Obviously, it is a significant tension/uplift force that I would ideally like to transfer directly to the steel beam. Anyone have any suggestions or standard details that they have used before for this type of construction??
Obviously, it is a significant tension/uplift force that I would ideally like to transfer directly to the steel beam. Anyone have any suggestions or standard details that they have used before for this type of construction??






RE: Ganged Studs Attachment to Steel Beams at Composite Floor Deck Podium Structure
RE: Ganged Studs Attachment to Steel Beams at Composite Floor Deck Podium Structure
RE: Ganged Studs Attachment to Steel Beams at Composite Floor Deck Podium Structure
RE: Ganged Studs Attachment to Steel Beams at Composite Floor Deck Podium Structure
DaveAtkins
RE: Ganged Studs Attachment to Steel Beams at Composite Floor Deck Podium Structure
RE: Ganged Studs Attachment to Steel Beams at Composite Floor Deck Podium Structure