Thank you for your answer.
However, the beam is loaded and I have stresses in the concrete, but it remains zero in the rebars.
Is it possible to have a problem with the definition of my selected points? Or the adherence between the materials?
Search found 2 matches
- 26 May 2020, 18:50
- Forum: 04-Unexpected behaviour/errors
- Topic: Rebar Stress and Strain
- Replies: 3
- Views: 1807
- 25 May 2020, 08:51
- Forum: 04-Unexpected behaviour/errors
- Topic: Rebar Stress and Strain
- Replies: 3
- Views: 1807
Rebar Stress and Strain
Dear Seismosoft,
In my Static Pushover Analysis, I am trying to check the stress and strain at Selected Points, but it remains at zero. Stress and strain in my material are working well though.
My Selected Points are the rebars of my section.
Any idea how I could manage that?
Many thanks in ...
In my Static Pushover Analysis, I am trying to check the stress and strain at Selected Points, but it remains at zero. Stress and strain in my material are working well though.
My Selected Points are the rebars of my section.
Any idea how I could manage that?
Many thanks in ...