I am working on designing a one-way slab with a concentrated point load on the slab due to vehicle traffic. Running this, I find the Vc is not enough to resist the large shear loads seen in the one-way slab. I don't want to increase the slab thickness to get this to work, so I would like to use reinforcement to resist this shear. I'm aware that typically for beams, this shear could be taken care of by using stirrups. However, I am struggling to find resources on how to reinforce a one-way slab and the necessary design guides. Any direction on this topic would be appreciated. Thanks!