While designing the Base slab of hydraulic structure, there was a lot of shear force near the Piers. So how do we provide shear reinforcement there?

The major problem is that base slab is already 2 m thick. Still, the shear force is very high and need more shear reinforcement. Can anyone suggest some ideas on how to provide shear reinforcement...

21 September 2020 3,783 3 View