While designing the columns as per IS13920-2016 columns has not designed and STAAD states that, RELATIVE STRENGTHS OF BEAMS AND COLUMNS AT JOINTS IS NOT CHECKED AGAINST CL 7.2 OF IS-13920:2016 AS BEAM# *** IS NOT DESIGNED.
Can you please explain what is the reason behind the message and how can I get rid of it ?
Relative strength of beams and columns are checked at every joint. Now if the members connected to the nodes are not designed as per IS13920, program does not check for the relative strength. If you make the beams and columns pass designing as per clause of IS13920 2016, then the program will automatically check the relative strength. You can use TRACK 4 command to print the joint check in output also.