Dear,
In the column design, in order to find limiting slenderness, as per EN 1992 ch.5.8.3.1, for unbarced members:
rm=1,0 => C=0,7.
Since I don't have end moments RCDC reports rm=0 and than C=1,7, even that the column type is selected as unbraced.
Dear Nidhi,
Option unbraced is checked
and as per code, it value of rm should be 0,7.
but software reports 0.
Hi
Can you elaborate more on what is your requirement from the software.
Like can you share the design calculation report with your comments on it.
Just try pin-pin column with axial force, and check unbraced option.
Hi,
Request you to kindly share the RCDC and related STAAD File.
Also mention the column number and level you are referring to. We will study in actual and revert back.
Thanks