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About Nuno

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  1. Thank you ReinisGailitis! That actually helped to clarify the note!
  2. Hello everyone! I have a question for you! In the green books for simple connections (first link in this page for free:, you have "Recommended detailing practice" for Fin Plates in page 114. I don't understand exactly what they mean, in note (1), by "provide adequate positional restraint". And also, I don't understand what they mean by "give adequate "nominal torsional restraint"". Would you please explain to me what they mean by this? Thanks in advance!
  3. Hello all! I want to know which were the most ridiculous interview question that you have ever faced when on a interview! Feeling like this could be a nice talk!
  4. Thank you very much!
  5. Hello guys! I would like to know if there is any restriction in the punching of a column which as a width of 25 cm and a height of 100 cm (cross sectional dimensions). In the Portuguese code (REBAP) there is a clause that says that when the height is 2 times bigger than the width there will be no punching in the center of the column and I would like to know if there is any rule similar to that in Eurocode.
  6. Indeed they are useful! Thank you!
  7. Hello guys! You may found a lot of information on RSAP here:
  8. It looks really great man! Good work!
  9. Well, can you upload an image of your FEM model? It would be much easier to discuss...
  10. If you have any difficulties in computing the value of Mcr, just use this awesome software
  11. Very nice software. I also know this one Do you now more softwares like these ones?
  12. Hey

    Welcome hhowudoin!
  13. Thank you very much dik!
  14. I made this video on buckling analysis. e
  15. How to define a simple cladding in RSAP: