Yeah, I don't see any better guidance, although I wonder if there is anything about it in other codes.
Considering the Eurocode also gives this schematic then using both positive and internal pressure at the same time should be conservative for a wall/box inside a building that isn't fully...
Thank you for your replies!
I am taking 2% of the DL and LL as a horizontal load, the wind load would be on top of that.
The outer building itself is closed, it is an old industrial building that is being renovated and inside it are going to be built multiple two story high "boxes".
The idea...
Hello!
I have a building inside a building and am calculating the horizontal loads for global stability. Does anyone have any idea if and how large should the wind loads be? Right now I am going by the internal pressure coefficients in the eurocode. Technically they should cancel each other...
