i want to model reinforced concrete beam and column in ansys software.i choose the same solid 70 both for steel and concrete. changed only the material properties. is it ok?
how can i model the stirrups?
if i am using the link33 for steel,how can i do it?
i am going to find the fire resistance of reinforced concrete beams and columns by including the factors required under performance based design and validating the results with real fire test values.
how we include the multilinear properties of concrete in the modelling?
i want to know whether it is possible to do this project successfully?
give me an early reply because my first presentation is on 6/10/2010.