Hello everyone.
I have a doubt about the imposed load on a terrace.
Eurocode imposes a load between 2.5 and 4 kN/m². Should I consider the terrace as a balcony? Or I have to consider it as a outside normal floor?
Thanks in advance for clarify my doubt.
Hi, i'm a structural engineer and i work in Belgium for a company that make Light Steel Frame building.
In the attachment you can see my last project. I have some doubt about the roof diaphragm.
I have OSB on top of the trusses and i would like to be sure that i can consider this type of roof...