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Tying systems: the tensile force resistances of horzontal ties and columns ftie,fac, Ftie,col

Eurocode 2 part 1-1: Design of concrete structures (2)

The ties should be capable of resisting a tensile force ftie,fac per metre of the façade. For columns the force need not exceed Ftie,col


The recommended value of ftie,fac is 20 kN/m and of Ftie,col is 150 kN.

National choice