After building the whole model, setting up the analysis and getting ready for EC8 seismic design.....ooops actually there is no EC8 IN ETABS.
That one i didnt expect, is there any other code covered by ETABS that uses capacity design?
EC8 is considered if codes EN1993-2005 or EN1992-2005 are chosen for steel and concrete design respectively.
Jason McKee proud R&D Manager of Cross Section Analysis & Design
Software for the structural design of cross sections
Moment Curvature Analysis
Interaction Diagrams
Reinforcement Design etc.