This question may seem a bit silly when you first read it but I'm struggling to convince myself either way:
For a welded structural element which is designed based on deflection (controlled by stiffness versus stress) does a welded joint in the system need to develop the full moment of interia...
I’m looking for historic structural data for corrugated transite roof panels. These panels were constructed of an aspestos and gypsum matrix and installed over purlin framing in roof and wall cladding assemblies. From below and above the look like steel deck.
I’m hoping someone can point me...
