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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.
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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.
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Eq. 9.11, Eq. 9.12, Eq. 9.13 are automatically used and reported while computing the required strength of the moment-resisting connections.
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Column flange thickness, column web plate thickness are automatically computed and warnings are given when necessary.
Moment-Resisting Connections
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The “Moment Connections ” file shows the detailed connection design for the connections .