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  • Kiriş - Kolon Birleşim Bölgeleri

  • Moment Aktaran Birleşim Tasarımı

  • 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