TSAC-620

Tekla Structures
2018
Tekla Structures
In Bolted moment connection (134), Moment connection (181), Column with stiffeners W (182), Column with stiffeners (186), Column with stiffeners S (187) and Column with stiffeners (188), creating a doubler plate on the near side or both sides no longer breaks the geometry of the shear tab. Also, welds between the shear tab and the main part or doubler plate are now correctly created.
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