According to the standard EC2, It states that the minimum horizontal reinforcement of a wall to be greater of 25% of vertical reinforcement or 0.1Ac% in each face. I have attached the detailing manual code for the reference for this clause published by Istruct. But it seems like it is really...
I have a doubt that how the RC corbel action(Tie action) is applied to the RC column analysis
Is it correct to applied it as a Pxav(P- vertical action on corbel, av- distance between root of corbel & line of action) or as a Tie force which counteracting the column compressive load. Consider that...
