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Combinations Connections given in ANNEX Annex 9B that provide the relative floor story drift angle of 0.04 radians should be used. It The “Moment Aktaran Birleşim Tasarımıis located in the account of these combinations ” file contain moment-resisting connections.
As per TBDY 2018, joints connections can only be designed with IACC. In For the shear force strength, the safety coefficient of 1 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 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
The “Moment Aktaran Birleşim Tasarımıis detailed in the design details section of the calculated combinations ” file shows the detailed connection design for the connections .