Cover and detailing
Cover is the thickness of concrete between the outer surface and the nearest reinforcement bar, including stirrups and links. It does three jobs: it protects steel from corrosion by keeping moisture, oxygen and chlorides away; it protects steel from fire, because concrete heats slowly; and it lets the bar grip the concrete so the two act together. Too little cover leads to rust stains, spalling and loss of strength within years. Too much makes the outer concrete crack and spall because it is unreinforced.
Codes set nominal cover according to the exposure condition, from mild (protected interiors) to extreme (tidal splash zones), and for fire resistance according to the member type and required fire rating. On site, cover is achieved with spacer blocks or chairs of concrete or plastic, tied at close enough spacing that bars cannot sag between them. Cover meters check it after casting, and a shortfall is one of the most common defects found in audits.
Detailing is the art of arranging reinforcement so the design actually works. Good detailing provides enough clear spacing between bars for coarse aggregate and a vibrator needle to pass; anchors bars past the point where they are needed; laps bars away from points of maximum stress and staggers laps; uses closed stirrups with hooks bent into the core in seismic zones; and keeps congestion at beam-column joints manageable. A well-drawn bar bending schedule and clear sections at joints matter as much as the calculations.
Effective depth: d = D − cover − stirrup diameter − φ/2Clear spacing between bars ≥ larger of bar diameter and (max aggregate size + 5 mm)Spacer spacing: close enough that bars do not sag between supports
Measuring cover to the main bar and forgetting the stirrup, which leaves the stirrup with too little cover.
Problem. A beam is 450 mm deep with 30 mm nominal cover, 8 mm stirrups and one layer of 20 mm main bars. Find the effective depth.
- Distance from bottom face to the bar centre = 30 + 8 + 20/2 = 48 mm.
- d = 450 − 48 = 402 mm.
- If a second layer of 20 mm bars is added with 25 mm clear gap, the centroid of steel rises by (20 + 25)/2 = 22.5 mm, so d ≈ 380 mm.
Answer. d = 402 mm for one layer (about 380 mm with two equal layers)
Quick quiz
1Is cover measured to the main bar or to the stirrup?
To the outermost steel, usually the stirrup.
2Name two roles of cover.
Corrosion protection and fire protection (also bond).
3What decides minimum clear spacing between bars?
Bar diameter and maximum aggregate size, so concrete can flow and be compacted.
- IS 456 (India): Plain and reinforced concrete: general rules for materials, durability, design and construction.
- IS 13920 (India): Ductile design and detailing of reinforced concrete structures for seismic forces.
Clauses and documents to read
- IS 456:2000 cl. 26.4 (nominal cover)
- IS 456:2000 cl. 26.3 (spacing of reinforcement)
- IS 456:2000 cl. 8.2.2 (exposure conditions)
- IS 13920:2016 (ductile detailing; see stirrup hook requirements)
Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.
References and further reading
Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.
- S. Unnikrishna Pillai, Devdas Menon, Reinforced Concrete Design, McGraw Hill Education (India), latest edition.
- J. K. Wight, J. G. MacGregor, Reinforced Concrete: Mechanics and Design, Pearson, latest edition.
- A. H. Nilson, D. Darwin, C. W. Dolan, Design of Concrete Structures, McGraw Hill, latest edition.
- R. Park, T. Paulay, Reinforced Concrete Structures, Wiley, 1975.
Free and official sources
Found an error? Write to indiacongroupofengineers [at] gmail [dot] com. For corrections and feedback. We never ask for payment or personal details.