Beyond Gravity: Unveiling the Mysterious Veil of Concrete Prestressed Components

Article 10.

1.

2 of the “Mixed Code” stipulates the partial factor of prestress, with a favorable value of 1.

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0 for prestress and structure, and a disadvantageous value of 1.

2 (ultimate limit state of bearing capacity); If the general specification is implemented, the unfavorable value is ≥ 1.

3, and the favorable value is ≤ 1.

0.

.