brTCP
Structural
- Oct 24, 2022
- 38
Hi, I am designing a reinforced concrete building with a steel flat roof. From my calculations, it seems beneficial for this building to have a diaphragm at roof level, but here is the question: is it feasible to design a steel roof as a diaphragm? Usually, due to temperature or other factors, I use a statically determinate roof, but having it work as a diaphragm requires fixed supports (I would assume). What are your thoughts on this? Is this common? Is this a good idea?