Hi,
I've come across this particular issue a number of times but have never had RAM specify this much shear reinforcement before - see snapshots below. This is a one-way slab and band beam system so wouldn't be expecting shear ties in the beam like this. CS torsion design is set to wood-armer and CS design system is one-way slab. Any advice on this would be greatly appreciated and let me know if you need more information.
Thanks