Hi,
I have this simple structure to analyse but when I check the modal analysis results, the mass is not activated due to seismic X, why??
Solved! Go to Solution.
Solved by teixeiranh. Go to Solution.
I tried that and it worked!! but it looks strange to me that seismic X starts to move the structure at mode 13. Don't you find it strange also?
the other thing is that Robot when I run the structure is loading mass loads to the nodes of beams at all the loading cases. I can't understand why. It should do it only for seismic loading
Check this video.