You are now able to start the steel design. With the current settings, the program verifies the design resistances of each section according to EN 1993-1-1, 6.2. They are based on the internal forces of the ULS design situation. There is no stability design, however, as the relevant parameters have not been specified. For the full design, it is required to define the effective lengths or boundary conditions of the members.
Member Design Parameters
Subsections
Parent section