9.4.2

• Connections given in Annex 9B that provide the relative story drift angle of 0.02 radians should be used. The “https://idecad.atlassian.net/wiki/spaces/IKP/pages/1100318328 ” 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

• Design details of calculated combinations is detailed in thehttps://idecad.atlassian.net/wiki/spaces/IKP/pages/1100318328.