725x
002576
2019-03-05

Question

I have imported a SHAPE‑THIN cross-section and calculated it using STEEL EC3. Why is the cross-section not designed plastically?


Answer:

For general cross-sections, including the SHAPE‑THIN cross-sections, you can only perform the elastic design in RF‑/STEEL EC3: The plastic interactions are only applicable to a few cross-section shapes.



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