Are there any standards for the gradual change in diameter of tower sections? What about the diameter change at the joint where a 600-mm section meets a 500-mm section?
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Are there any standards for the diameter change at the joints of concentric towers? I’m wondering if there’s any information available regarding the diameter change where a 600-mm tower section connects to a 500-mm one
When calculating it as a non-standard conical shell, generally the length of this tapered section is determined first, which in turn determines the semi-apex angle