How should the natural compensation for bending stress in Z-shaped bent joints be determined?
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The bending stress specified in the power manual is currently set at ≤80 MPa; the specific value can be found in Table 1-24. However, Table 1-24 lists the allowable stress for steel – does this mean it needs to be converted again? How to convert it? Thank you
How should the allowable bending stress value be determined?