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Masonry

Basics Building Construction Reviewed 24 Oct 2026 2 min read

Masonry is construction from individual units, bricks, concrete blocks, stone or autoclaved aerated concrete blocks, bound together with mortar. It is strong in compression, weak in tension, durable, fire-resistant and good at storing heat and blocking sound, which is why it remains the most common walling in Indian buildings.

Bricks are laid in bonds so that vertical joints in one course do not line up with those in the next; English bond, alternating courses of headers and stretchers, and Flemish bond, alternating headers and stretchers in each course, are the classic patterns for walls one brick thick and more. Good practice includes soaking clay bricks before laying so they do not suck water from the mortar, filling all joints, keeping courses level and walls plumb, limiting the height built in a day, and curing the work.

Diagram: Indiacon original, not to scale.

Mortar is usually cement and sand, sometimes with lime for workability and better bond. Richer mixes such as 1 : 4 suit load-bearing piers and exposed work; leaner mixes such as 1 : 6 suit ordinary walls. Mortar should not be much stronger than the units, so that any cracking occurs in the joints and can be repaired.

Load-bearing masonry is designed for compression with allowance for slenderness and eccentricity, using permissible stresses that depend on unit strength and mortar grade. In seismic areas, horizontal bands at plinth, lintel and roof level, vertical bars at corners and limits on openings are needed. Brickwork practice in India is covered by IS 2212 and structural design by IS 1905.

Tip

Add 5 to 10 percent wastage to brick and mortar quantities for site ordering.

Key formulas
  • Modular brick 190 × 90 × 90 mm with 10 mm joints occupies 200 × 100 × 100 mm, so bricks per m³ = 1 / (0.2 × 0.1 × 0.1) = 500
  • Wet mortar = 1 − (bricks × net brick volume); dry volume ≈ 1.27 × wet (allowance for voids and bulking)
Common mistake

Laying dry clay bricks, which draw water out of the mortar and weaken the bond.

Solved example

Problem. Estimate the bricks, dry mortar and cement for 1 m³ of modular brickwork in 1 : 6 cement mortar (cement 1 440 kg/m³), ignoring frogs and wastage.

  1. Bricks: 1 / (0.2 × 0.1 × 0.1) = 500.
  2. Net brick volume: 500 × 0.19 × 0.09 × 0.09 = 0.7695 m³; wet mortar = 1 − 0.7695 = 0.2305 m³.
  3. Dry mortar ≈ 1.27 × 0.2305 = 0.293 m³.
  4. Cement = 0.293 / 7 × 1 440 = 60.2 kg (about 1.2 bags of 50 kg); sand = 6 × 0.293 / 7 = 0.251 m³.

Answer. 500 bricks, about 0.29 m³ dry mortar and about 60 kg cement per m³

Quick quiz

1Why are vertical joints staggered?

So the wall acts as one unit and cracks do not run straight through.

2Why should mortar not be much stronger than the units?

So that cracking occurs in the repairable joints rather than the units.

3Which IS code covers brickwork practice?

IS 2212.

Code note
  • IS 2212 (India): Brickwork: code of practice.
  • IS 1905 (India): Structural use of unreinforced masonry: code of practice.
  • IS 1077 (India): Common burnt clay building bricks.
  • IS 4326 (India): Earthquake-resistant design and construction of buildings, including masonry features such as bands.

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.

  • Sushil Kumar, Building Construction, Standard Publishers Distributors, latest edition.
  • R. Chudley, R. Greeno, Building Construction Handbook, Routledge, latest edition.

Free and official sources

All references for this subject →

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