Hi all
Whether Repeat load command can be used for dynamic load cases also. it shows error on analysis.
What will be the difference if we use only Load combination instead of Repeat load
Whether reference load definition is required in non linear analysis or defining primary load cases and load combination will work
I am attaching a file . request the experts to kindly go through and put some light on it. whether the load case and combinations are okay or need s modification<
Thank you0081.Model.std
Repeat load can not be used with Response spectrum or Time history load cases. Hence you are getting this error. Please go through the attached links to know more about your questions.
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29299/difference-between-a-load-combination-and-a-repeat-load
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/3441/member-tension-and-combination-load-cases-tn
Thanks & Regards,
Abhisek Mandal
Global Technical Support
Thank you Abhisek for your reply. Can you please tell whether the way in which I have taken load and combination is right or not? or I have to change it into reference load for getting desired result with P Delta analysis?