Civil EngineeringWBPSC AE · SSC JE · RRB JE

Building Materials— Important Topics, Formulas & MCQs

Building Materials & Construction covers the properties and testing of cement, concrete, aggregates, bricks, timber, steel and other construction materials. It is a memory-based, high-yield subject ideal for quick scoring.

Or solve the free Building Materials MCQ practice set — real questions with answers & explanations, no login needed.

Important topics in Building Materials

Cement — types, composition, tests, soundness
Aggregates — properties, grading, fineness modulus
Concrete — workability, strength, durability
Concrete admixtures — plasticisers, accelerators
Bricks & masonry
Timber & its defects
Lime, mortar & plaster
Steel & corrosion-resistant bars
Paints, varnishes & sealants
Building stones
Must-know

Key concepts & formulas — Building Materials

Cement unsoundness

Expansion caused by free lime and free magnesia; tested by Le Chatelier / autoclave.

Fineness modulus

FM ≈ 2.2–2.6 (fine), 2.6–2.9 (medium), 2.9–3.2 (coarse) sand.

Compaction factor

A workability test; its value is always less than 1 (theoretical max 1.0).

PPC vs OPC curing

PPC needs longer curing because the pozzolanic (secondary) reaction proceeds after primary hydration.

Exam relevance

5–7 questions in AE/JE papers; among the easiest marks if the standard facts are memorised.

Study tip

Make flashcards of cement/concrete test values and admixture doses — this subject rewards rote recall.

Worked example

Sample Building Materials MCQ

The unsoundness (delayed expansion) of cement is mainly caused by:

A. Free lime and magnesia
B. Tricalcium silicate
C. Gypsum
D. Fly ash
Answer: A. Excess free lime (CaO) and magnesia (MgO) hydrate slowly and expand, causing unsoundness; tested by the Le Chatelier and autoclave methods.

Common mistakes to avoid

OPC initial setting time ≥ 30 min and final setting time ≤ 600 min.
C₃S gives early strength; C₂S contributes to later-age strength.
Fineness modulus ranges: fine sand 2.2–2.6, coarse sand 2.9–3.2.
PPC needs longer curing than OPC because the pozzolanic reaction follows primary hydration.