structuralengr89
Structural
- Jun 28, 2006
- 108
Does anyone know who would have manufactured this system from the attached photos?
[ul]Building was constructed in the late 80s to early 90s[/ul]
[ul]System is some type of PEMB braced system...there were no moment frames...one direction of the building was braced and the other direction of the building CMU shear walls were utilized[/ul]
[ul]The V shaped bar joist system appeared to be screwed together in the field[/ul]
I was impressed with the system in terms of the stiffness you would have for the roof diaphragm versus a typical 1 story PEMB.
[ul]Building was constructed in the late 80s to early 90s[/ul]
[ul]System is some type of PEMB braced system...there were no moment frames...one direction of the building was braced and the other direction of the building CMU shear walls were utilized[/ul]
[ul]The V shaped bar joist system appeared to be screwed together in the field[/ul]
I was impressed with the system in terms of the stiffness you would have for the roof diaphragm versus a typical 1 story PEMB.