I am having trouble with the design of a steel structure. For a singly symmetric cross-section (UPE), the program cannot perform the stability analysis. It reports that the Equivalent Member Method 6.3.3 is not applicable for an unsymmetrical cross-section. Is it possible to design such cross-sections in the program?
RFEM 6 reports that the punching shear resistance design of a slab without shear reinforcement is not fulfilled. Can the program design this reinforcement?