For guide supports on vertical pipes that are not subjected to vertical forces, how should the embedded components carry the loads?
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As the title says. If guide supports are installed on vertical pipes, these guides do not bear the vertical forces of the pipes; then how should the load on the embedded components of such guide supports be accounted for?
Are the loads in the X and Z directions high? If so, please mention it； If it’s not large, simply submit your embedded component dimensions to the structural team
Apply horizontal forces and draw force diagrams; if the point where the force acts generates a large moment at the rooting point, it is also detrimental to the structure