Regarding questions about continuous beams made of non-metallic pipes, I would appreciate it if those who are knowledgeable could explain them
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In the standard pipe rack drawing, for the continuous beam M1-3, how should the length value A of the continuous beam be set? Is it set based on the pipe clamp spacing? Or what is used to determine the value? ?
I hope those who pass by will understand this area and kindly offer their guidance