Maximum axial combined compressive stress
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The calculated \"maximum axial combined stress\" for tower equipment is close to the allowable value; how do you usually control this?
Thicken the entire section from here onward; the required thickness shall comply with the specifications in SH/T3098
Re-segment from top to bottom; initially, set the thickness difference for each segment at 2 mm, taking into account both the axial compressive stress and the width of the plate pair. If it is too short, the thickness difference can be increased to 4 mm. To put it simply, the only way is to increase the thickness; there’s no other option.