I think you should put the exposure of wind pattern as shell object, if you set it as diaphragm, it won't show you any displacement at all, cause the software think that you are using a diaphragm function to calculate wind load on the building, not shell object (or cladding methode). I use to encounter this problem as well, but now it is solved.
Very Informative... Thanks...
Exposure from shell objects have to use for this method
After analysis, the sponse for the wind load is null... Displacements in all directions is showing zero.... Pls check the method sir...
he does not know what he is doing.
I think you should put the exposure of wind pattern as shell object, if you set it as diaphragm, it won't show you any displacement at all, cause the software think that you are using a diaphragm function to calculate wind load on the building, not shell object (or cladding methode).
I use to encounter this problem as well, but now it is solved.
Actually, i am confused about the windward side and leeward side A B C D....