I am conducting an analysis for a steel frame, I am doing a buckling (eigenvalue) analysis and inputting my own moment-curvature data.
Previously I have been able to conduct a buckling analysis, and perform a static analysis on a beam with input M-k data but when I try to do both I get the following error that I don't know how to resolve
'error in connection to analysis'
Any help would be greatly appreciated
Many thanks
Previously I have been able to conduct a buckling analysis, and perform a static analysis on a beam with input M-k data but when I try to do both I get the following error that I don't know how to resolve
'error in connection to analysis'
Any help would be greatly appreciated
Many thanks