Punching Shear Design | Transfers slabs and two way flat plate slabs

Punching shear or deflection are the governing factors for the design two-way slabs or transfer, so it is critical that all structural engineers understand punching shear design.

Link to post-tensioned slab design    • The basics of post tensioned concrete...  

Punching shear stresses are induced by concentrated loads, typically from columns either over or under a slab. These stresses are due to a combination of moments and shear forces and will form a perimeter around the concentrated slab forming punching shear stress field in the slab. This is a brittle failure so a slab can fail in punching shear with little to no warning signs so it is critical that the slab has been designed for punching shear correctly

I will be covering the structural mechanics of punching shear and some area in your design you require careful considerations as they may affect your punching shear stresses.

There are many factors that can affect punching shear so it is important that all structural engineers know what the critical design factor are for punching shear design.

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