Message 1 of 1
Required reinforcement - T shaped column
- Mark as New
- Bookmark
- Subscribe
- Mute
- Subscribe to RSS Feed
- Permalink
- Report
Dear all,
Is there any identified issues when calculating T shaped columns on "required reinforcement" module?
I´m calculating the follow column with eurocode 2, concrete C30/37, reinforcement B500c,
As results i get:
For this forces this results are unexpectable. Per instance, using other design software, for the follow reinforcement arrangement (less than 1% for reinforcement ratio),
I got this interaction diagram,
Also, since the Mz should be the conditional one, if on robot i change the T section to a rectangular one (25x85cm2) i get (now Mz should be My):
Thanks in advance,
RR