galatex85
Civil/Environmental
- Apr 9, 2009
- 1
Hi all,
I have a 2D concentrically steel frame on sap and i have problems reaching a proper pushover curve.
On 'define new analysis case' i have changed the load application 'load to a monitored displacement magnitude of: 0.01m to 80m' and my pushover curve is still a a straight line. I have noticed the hinges changing colors as i get a bigger load displacement magnitude but my pushover curve is still a line!!
I have watched the video clips, read the tutorials and still cannot get the answer i need. If someone can help, please!!
Thank you for your time
Mike
I have a 2D concentrically steel frame on sap and i have problems reaching a proper pushover curve.
On 'define new analysis case' i have changed the load application 'load to a monitored displacement magnitude of: 0.01m to 80m' and my pushover curve is still a a straight line. I have noticed the hinges changing colors as i get a bigger load displacement magnitude but my pushover curve is still a line!!
I have watched the video clips, read the tutorials and still cannot get the answer i need. If someone can help, please!!
Thank you for your time
Mike
