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...
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...