Hi
trying running a collapse analysis with following input files:
sacinp
seainp
clpinp
psiinp
jcninp
I am getting following error messages:
Please suggest how to deal?!
Thanks.
It appears that the collapse analysis cannot precede because you have an element that has modified cross-section properties that has buckled. You could try making the member elastic to avoid this error. This may be acceptable if the member is something like a wishbone or a secondary steel member which is either not a real member or integral to the overall integrity of the structure. It is difficult to troubleshoot this error without more information. If you would like, you can try submitting a service request for and submit your project files for further troubleshooting.
http://apps.bentley.com/srmanager/ProductSupport
Regards,
Geoff