As per TBDY 2018, connections can only be designed with IACC. For the shear force strength, the safety coefficient of 1 is taken for the design shear strength.
Eq. 9.11, Eq. 9.12, Eq. 9.13 are automatically used and reported while computing the required strengths of the moment-resisting connections.
Column flange thickness, column web plate thickness are automatically computed and warnings are given when necessary.