Community
Hi
I am trying to design some RC columns.
Under results - diagrams, it shows that the column subjected to an axial load of 1242kN in ULS.
However, in RC member design the same column and combination gives only 795kN.
Why is there a discrepency here?
The file can be downloaded from here:
https://www.dropbox.com/sh/4qvyqsjey8o9o4g/2tTxYxszFF
Kind regards
Peder
Nevermind, I figured it out myself.
The governing load combination is based the worst combination of axial load and moment.