• The possibility of calculating the orthotropic
bridge deck as a 1D and 2D-elemented model
which could be compared
with the calcula-
tions by hand using the classic methods.
• The possibility of using tension only elements
for the modelling of the cables.
Used modules
• Base
• 3D-frame
• 3D-shell
• Dynamics frame
• Steel code check (EC3)
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