Moment Aktaran Birleşim TasarımıConnections 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, joints connections can only be designed with IACC YDKT. In For the shear force strength, the safety coefficient of 1.00 is taken for the design shear strength.
Equation Eq. 9.11, Equation Eq. 9.12, Equation Eq. 9.13 are automatically used and reported while calculating computing the required strengths strength of the moment transfer joints-resisting connections.
Column head flange thickness, column web plate thickness are automatically calculated computed and warnings are given when necessary.
Moment
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-Resisting Connections
Design details of calculated combinations is detailed in theMoment Connections.
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