Combinations given in ANNEX 9B that provide the relative floor drift angle of 0.04 radians should be used. It Moment Aktaran Birleşim Tasarımıis located in the account of these combinations .
As per TBDY 2018, joints can only be designed with IACC . In the shear force strength, the safety coefficient of 1 is taken for the design shear strength.
Equation 9.11, Equation 9.12, Equation 9.13 are automatically used and reported while calculating the required strengths of the moment transfer joints.
Column head thickness, column web plate thickness are automatically calculated and warnings are given when necessary.
Moment Transmitting Joints
It Moment Aktaran Birleşim Tasarımıis detailed in the design details section of the calculated combinations .