3D wind load simulation according to Eurocode

[Anonymous]

Hello,

AFAIK, it is actually impossible to generate wind load for complex 3D structure according to Eurocode in RSA. I can imagine how difficult this task is for the implementation. However, personally I think the following idea could be facilitate the task. Imagine we have to generate the wind load for a structure on the cladding faces (wall, roof):

 - We choice a cladding

- We enter the wind pressure (q) and precise to RSA the nature of the cladding (wall or roof, height, length, etc), the wind load case (wind direction, internal pressure, etc) and RSA should automatically generate the wind load on this cladding (by dividing the cladding in several zone A, B, C etc according to Eurocode).

Although we have to do this task for each cladding, it should reduce a lot of manual works...