WWTEng
Structural
- Nov 2, 2011
- 391
Theoretical question: Typically the metal roof deck (for example 1.5x20ga, spanning 5’ c/c) seems to have decent load capacity. If the architect shows roof pavers of some sort to provide a walk way across the roof, and if the deck has capacity to handle and dead and live loads, could it be used for that purpose? Or is there something in the codes/practice that requires you to provide concrete on metal deck for such application.