drile007
Structural
- Jul 14, 2007
- 194
I’m wondering if there exists a guide for interpretation of Output Tables results (values) in Etabs? Momentarily I’m looking for torsional and lateral storey stiffness. Is it possible to get them with Ouput Tables? Any other way?
Thank you for your answer in advance.
PS: As I’m working with Eurocode I need those values to declare whether the structure is torsionally flexible or not and consequently “magnitude” of reduction factor (ductility of whole system).