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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 Aktaran Birleşim Tasarımı” file contain moment-resisting connections.
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.
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