Hello friends, The title “shear verification without shear reinforcement” is a bit weird, isn’t it? How do you verify shear without having shear reinforcement? Let me explain. In general for beams I would always use shear reinforcement like stirrups, but there are other elements where it’s either hard to fit stirrups in - like 200mm thick slabs. Or there it just also verifies without shear reinforcement. Today, we’ll check out how we can make reinforced concrete work without having shear...