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Cover, formwork and curing

Nominal cover check (Eurocode 2 / BS 8500)

cmin=max(φ,cdur,10)cnom=max(cmin+Δc,k)e=c−cnom
where
cmin
minimum cover (mm)
φ
bar diameter (mm)
cdur
minimum cover for durability (mm)
cnom
required nominal cover (mm)
Δc
allowance for deviation (mm)
k
minimum when cast against the ground: 0 for formwork, 40 for prepared ground or blinding, 75 directly against soil (mm)
e
margin, provided minus required (mm)
c
cover you are providing (mm)
Explain this equation

Checks that the spacers or chairs give enough concrete cover to the reinforcement.

Cover protects the steel from rusting and fire, and lets it bond. The minimum is the largest of the bar diameter (for bond), the durability cover for the exposure class from BS 8500, and 10 mm. A tolerance Δc is added because steel is never placed exactly, giving the nominal cover. Concrete cast against ground needs at least 40 or 75 mm whatever the other figures. The margin is what you are providing less what is needed.

The largest requirement governs, plus a fixing tolerance.

Sense check: 12 mm bars with 25 mm durability cover and 10 mm tolerance need 35 mm nominal; 40 mm spacers give 5 mm margin. Against soil you would need 75 mm.

Watch out: durability cover depends on the exposure class and concrete strength. Too much cover can also be a problem, causing wider cracks.

Checks whether the cover you are providing to the reinforcement meets the nominal cover from Eurocode 2, using the durability cover from BS 8500-1.

mm
mm
mm
ratio
mm

Enter your values to see the result.

Good to know

Minimum cover is the larger of the bar diameter (for bond), the durability cover for the exposure class, concrete quality and design life (read cmin,dur from the BS 8500-1 tables or the drawings), and 10 mm. A deviation allowance, usually 10 mm, is added to get the nominal cover that spacers are sized to. Eurocode 2 also asks for at least 40 mm nominal cover when casting on prepared ground or blinding and 75 mm when casting directly against soil.

Common mistake

Sitting bottom mesh directly on the sub-base or membrane, or on bits of brick, so the steel ends up with almost no cover and rusts.

Limits

Covers bond, durability and casting against ground. Fire resistance can need more cover to the bar centre (axis distance); aggregate larger than 32 mm adds 5 mm to the bond cover; bundled bars use an equivalent diameter. The cover on the engineer’s drawings governs.

Sources

Results are calculations from the published methods and figures shown, and depend on the data you enter. Follow BS 8500, BS EN 206, BS EN 752, Building Regulations Part H, manufacturers’ data and your engineer’s design. Structural concrete and foundations need a competent designer.

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