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Hi Nuno,Can you give a reference to the value of 10 that you stated as the limit for consideration of a sway structure?Thanks
@2:04, how ULS included in Analysis types?
It seems the first mode you shown was a deformation and not a mode... can you confirm?
can you do one tutorialfor flitched beam
thank you
Hi Nuno,
Can you give a reference to the value of 10 that you stated as the limit for consideration of a sway structure?
Thanks
@2:04, how ULS included in Analysis types?
It seems the first mode you shown was a deformation and not a mode... can you confirm?
can you do one tutorial
for flitched beam
thank you