Oran Park Building
Inspections

Re-entrant reinforcement, and the corner that cracks without it

Diagonal steel at internal corners, doing one specific job.

Owner Inspections · Oran Park 2570 · 2026-01-27

In short: Re-entrant corner reinforcement not installed on Oran Park slabs.

What a re-entrant corner is

An internal corner in the slab outline, where an L-shaped or stepped footprint turns back on itself.

Why it needs steel

Shrinkage stress concentrates at that geometry as the concrete cures. Diagonal bars spread it so the slab does not relieve the stress by cracking.

What we recorded

Re-entrant reinforcement not installed on Oran Park pours, on more than one job.

What happens without it

A crack running diagonally out from the corner. Rarely structural, frequently visible through the floor covering, and awkward to argue about later.

Timing

Pre-pour, alongside cover, beam widths and the vapour barrier.

Written by the Owner Inspections team from inspections carried out in Oran Park. Licensed building practitioners, NSW Fair Trading licence 366177C.

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FAQ

Questions Oran Park owners ask about this

Is it structural?

It is shrinkage control rather than load carrying, but it is specified for a reason and its absence is a departure from the engineering.

Would I notice the crack?

Often, once flooring goes down, particularly with tiles. By then the remedy is cosmetic and the cause is buried.

Can it be added after?

No. It sits inside the slab.

Is every slab affected?

Only those with re-entrant corners, which is why it is checked against your particular slab layout.

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