Dear,
In the column design as per EN 1992, in the output design table for the permissible slenderness limit, it seems that ''20'' is missing,
in the formula: 20*A*B*C/sqrt(n).
Hi,
I request you to refer that detailed Validation document that is available in the Link provided below.
The document mentions details on how the column design is performed as per EN02. The code clauses along with its numbers are mentioned in the document.
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/50994/euro-code---bs-en-1992---1---1---2004
Thanks
Answer Verified By: Ivan Hadži Bošković
Value is OK, I ment just the formula typed
OK Thanks. Will update the document with the formula.
Thanks.
1) is it possible to edit the link arrangement only for a specific column? i took time and did the design of 60+ columns one by one and as the last column needed the shear link as close as 75mm c/c i tried to modify the link arrangement and to my horror all the column design changed with their links spaced at 125, 150, 175 c/c (which came safe earlier for 200 c/c)
2) appreciate your support, if you could guide me in using the 'auto-group columns'.. because every time i change the reinforcement of columns and hoping the program to auto-group as per my manual design, the program inste groups the columns and re-designs all - changing the reinforcements again
(RCDC 2023 v 23.00.02.43)