Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
Moderators: silvia, selimgunay, Moderators
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nima
- Posts: 57
- Joined: Thu Jan 31, 2008 8:48 pm
Post
by nima »
Hello,
How can i get the forces in various sections in a "displacement beamcolumn " element ? How can i define these sections ?
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silvia
- Posts: 3909
- Joined: Tue Jan 11, 2005 7:44 am
- Location: Degenkolb Engineers
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Contact:
Post
by silvia »
for most/all elements, you can only get the end forces.
you have to interpolate along the length.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
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nima
- Posts: 57
- Joined: Thu Jan 31, 2008 8:48 pm
Post
by nima »
Dear Silvia
Thank you very much