Punching Shear for Concrete Structures

What is Punching Shear?

Punching shear is a unique and often underestimated type of failure that can occur in reinforced concrete structures, particularly in slabs or flat plates. When a heavy load, like that of a building, is placed on a slab, it generates a concentrated force. This force creates a specific type of stress known as punching shear, which can build up around columns, ultimately leading to a less-than-graceful collapse.

This sudden failure mode manifests as a shear-like crack that unpredictably extends from the column through to the slab face. Such a brittle and abrupt failure emphasizes the critical need for proper design and analysis when dealing with reinforced concrete structures.

Designing Against Punching Shear

Designing reinforced concrete flat plates isn’t a walk in the park, especially considering the large bending moments and shear forces that gather around slab-column connections. To combat this, engineers need to consider both the demand value and the capacity value when calculating punching shear. It’s worth noting that the calculations differ significantly for interior, edge, and corner cases. The following calculation is based on the condition of zero moment transfer.

Concrete Punching Shear

Punching Shear Design

Internal support punching shear design to AS 5100.5 Clause 9.2 with live perimeter geometry, moment-transfer effects, detailing checks, saved scenarios, and a print-ready calculation sheet.

Live Visualisation

Critical perimeter and support geometry

Rectangular
Critical perimeter Awaiting valid inputs
Moment transfer Clause 9.2 active

Highlighted Result

Design punching shear strength

Ready
φVu --

Complete the required design inputs to evaluate the slab-support connection.

V* -- Total design shear demand
Utilisation -- V* / φVu
Status -- Strength compliance

Scope note

Internal supports only. Edge supports, corners, and openings remain outside this tool version.

Inputs

Design inputs and actions

Design standard settings

AS 5100.5 defaults

Slab geometry

Internal support zone

Support geometry

Rectangular or circular

Design actions and materials

Applied demand

Secondary Properties

Moment transfer, reinforcement, and checks

u--Critical perimeter
βh--Aspect ratio term
kvucs--Concrete modifier
fcv--MPa
φVuc--Concrete-only capacity
Vus--Reinforcement contribution
Face shear--uface check
Min reinforcement--Trigger state
Detailing--Spacing and extent

Saved Results

Scenario history

Timestamp Support Geometry V* φVu Utilisation Status
No saved scenarios yet.

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