Hi all,
I have a four-storey, three bay in x, and two bay in y RC building.
The calculated areas of both shear and longitudinal reinforcement in beams were ok. However, in columns, although I get the longitudinal reinforcement correctly, there is no shear reinforcement calculated.
Do anyone have previous experience with that?
I have a four-storey, three bay in x, and two bay in y RC building.
The calculated areas of both shear and longitudinal reinforcement in beams were ok. However, in columns, although I get the longitudinal reinforcement correctly, there is no shear reinforcement calculated.
Do anyone have previous experience with that?
