Tying systems: the tensile force resistances of horzontal ties and columns ftie,fac, Ftie,col
Eurocode 2 part 1-1: Design of concrete structures 9.10.2.4 (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
Recommendation
The recommended value of ftie,fac is 20 kN/m and of Ftie,col is 150 kN.
