Skip to main content
Skip table of contents


  • Connections given in Annex 9B that provide the relative story drift angle of 0.02 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

JavaScript errors detected

Please note, these errors can depend on your browser setup.

If this problem persists, please contact our support.