In this case, it is necessary to rotate the beam about 90° so that the Mz moments become My moments.
Then, the reinforcement is arranged laterally as desired.
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When designing a ring beam, I usually have Mz moments, which creates the compression and tension zone on the right and left of the cross-section. However, the reinforcement in CONCRETE is arranged at the top and bottom of the cross-section. How can I set the reinforcement to be arranged on the right and left?
In this case, it is necessary to rotate the beam about 90° so that the Mz moments become My moments.
Then, the reinforcement is arranged laterally as desired.
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