Karamba wind load analysis

Drawn a hyperboloid tower of 15m height and have to optimise the parameters. But I cant find any resources regarding the application of wind loads. If anyone has a basic idea that would be a great help ( most preferably using Indian Code)
Cannot share the .gh file .

You will need to refer to the national code to determine how the wind load should be applied for your particular structure. For example here is detailed guide on Eurocode: P394-WindActions.indb (steelconstruction.info)