Avg_Engineer
Mechanical
Hello,
I am conducting a quick analysis on a subsea tieback structure to check its movement under compressive loading using Autodesk Robot Structural Analysis(RSA). I have currently applied the loading on the tieback as a LIVE LOAD - CATEGORY A (Eurocode Imposed loads - EN1991-1-1). Please is this good enough to get a reasonable solution?
I know RSA is not the preferred choice for this type of analysis but I am trying to make do with what I have. Any help will be greatly appreciated.
Thanks
I am conducting a quick analysis on a subsea tieback structure to check its movement under compressive loading using Autodesk Robot Structural Analysis(RSA). I have currently applied the loading on the tieback as a LIVE LOAD - CATEGORY A (Eurocode Imposed loads - EN1991-1-1). Please is this good enough to get a reasonable solution?
I know RSA is not the preferred choice for this type of analysis but I am trying to make do with what I have. Any help will be greatly appreciated.
Thanks
