When using SW6 to calculate the tower, the cylinder calculation indicated that the verification of the axial compressive stress at the bottom section was unsuccessful
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When using SW6 to calculate the tower, the cylinder calculation shows that the axial compressive stress check at the bottom section fails. Guys, how should I deal with this? ! ! !
This one is under negative pressure; can a reinforcing ring be added?
Only the critical sections can be thickened, as the excessive compressive stress is a strength issue, not a stability issue; reinforcement rings are ineffective.