• Connections given in Annex 9B that provide the relative story drift angle of 0.04 radians should be used. The “Moment Connections ” file contain computations for moment-resisting connections.

  • As per TBDY 2018, connections can only be designed with YDKT. For the shear force strength, the safety coefficient of 1.00 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 strength of the moment-resisting connections.

  • Column flange thickness, column web plate thickness are automatically computed and warnings are given when necessary.

Moment-Resisting Connections

  • The “Moment Connections ” file shows the detailed connection design for the connections .