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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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