So please suggest me how to ignore staad pro and RCDC mainly to prevent column design as tension column. Means non of the upper floor columns should have higher reinforcement then lower floor column.....
This tension column is really giving me tension and making my BBS absurd....
I use IS 456 which doesn't have tension column still rcdc and staad pro gives so...
Please help me
Thankss.
Hi,
Kindly share your RCDC file for further study.
Thanks.