ruchira2580
Structural
- Sep 20, 2017
- 9
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 the RC corbel and RC column are non precast element
thanks
Ruchira