I just want to know your thoughts on the
1) Fp on UBC 1632.2. Is it
strength level or allowable stress level?
Strength level. (See definition of Eh in
2) For Non Building
Structures, are the requirements of 1632 applicable?
1632 applies to nonstructural components
attached to structures and to elements of structures. 1634 applies to
self-supporting non-building structures. You could make the argument that 1632
applies to elements or components attached to non-building structures.