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Good morning
I am a bit suspicious of my seismic analysis results and was wondering whether I may have missed something. To start with for some reason I can't manage to plot the seismic loads the code is generating even after running the analysis and having checked the right option under preferences.
Second, if I look at the reactions from the seismic load cases the values look pretty low for the close to 100 Ton of converted mass taken into account in the modal analysis and the response spectrum I'm using.
Am I missing something? There seems to be something off with these results. I'm attaching anyway the file in case someone can have a quick look and give me a hand. Thanks a lot in advance
Solved! Go to Solution.