How does RCDC design the column when slenderness and beam shear options are selected?
Why does a short cokumn fails in slenderness in rcdc?
Hiplease check the design calculation report for more information about slenderness calculation and beam shear option in column design. for short column failure, please check the reason for failure. Failure reason is available in "failure diagnostic" report. please check.I would request you to share proper information whenever raise any query. it is very difficult to answer your queries without any proper information. I would also request you to go through help content of RCDC for more information about software.