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Nepal Engineering Council Registration Exam Building Materials, Theory of Structures & Construction: practice questions

Nepal Engineering Council Registration Exam — Agricultural Engineering · Nepal · Nepal Engineering Council

Original practice questions written to the published syllabus · not past papers
10worked here, free
78written to this exam in this subject
9syllabus units

What this subject covers

Materials, structural members, foundations and estimates for farm buildings and small works.

In the exams: NCEES PE Facilities & Structures (materials, foundations, structural analysis); PRC ABE structures; TNPSC Unit V

Where the 78 questions fall

How our questions for Nepal Engineering Council Registration Exam spread across the units of Building Materials, Theory of Structures & Construction. Difficulty: 31 easy, 34 medium, 13 hard.

Estimation, costing and rate analysis13
Bricks, stone and cement12
Specifications and contracts9
Concrete and concrete mix design8
Reinforced concrete beams and slabs8
Reinforced concrete columns8
Foundations8
Steel and timber6
Trusses6

10 practice questions, worked

Choose an answer, then open the working. Each explanation says why the right answer is right and why the others are not.

1 · Bricks, stone and cement · easy

In English bond brickwork, how are headers and stretchers arranged?

  1. Every course is laid with stretchers only, offset by half a brick
  2. Each course has headers and stretchers alternating along its length
  3. Every course is laid with headers only, offset by a quarter brick
  4. Alternate courses are entirely headers and entirely stretchers
Answer and working

D. Alternate courses are entirely headers and entirely stretchers

English bond has a full course of headers, then a full course of stretchers, and is regarded as the strongest bond for walls one brick thick or more. Headers and stretchers alternating within each course is Flemish bond; all-stretcher is stretcher bond (half-brick walls); all-header is header bond (curved walls).

Further reading: Punmia, Building Construction

2 · Bricks, stone and cement · medium

Brick earth that contains too much lime is used to make bricks. What is the most likely result?

  1. The bricks melt and lose shape in burning, and lime lumps may later split them
  2. The bricks turn bright red because lime reacts with the iron oxide during firing
  3. The bricks become very porous and light because the lime burns out completely
  4. The bricks crack during drying because lime can make the clay too plastic to shape
Answer and working

A. The bricks melt and lose shape in burning, and lime lumps may later split them

Excess lime acts as a flux, so bricks fuse and distort in the kiln; lumps of lime become quicklime that slakes and expands when wet, splitting the brick. Plasticity comes from alumina, not lime, and the red colour comes from iron oxide; lime tends to make bricks lighter in colour.

Further reading: Duggal, Building Materials

3 · Bricks, stone and cement · medium

How does a pozzolana such as fly ash or rice-husk ash contribute to the strength of a lime or blended-cement binder?

  1. Its reactive silica combines with calcium hydroxide and water to form calcium silicate hydrate
  2. It reacts with atmospheric carbon dioxide to form calcium carbonate, as fat lime does
  3. It hydrates on its own like Portland cement clinker, producing calcium hydroxide and heat
  4. It fills voids as an inert powder only, so any strength gain is due to better particle packing
Answer and working

A. Its reactive silica combines with calcium hydroxide and water to form calcium silicate hydrate

A pozzolana has little or no cementing value alone; it reacts with calcium hydroxide (from lime or from cement hydration) to form extra C–S–H. It does not hydrate on its own like clinker, and the carbonation route is how fat lime hardens, not how a pozzolana works. Packing (filler) effects exist but are not the main mechanism.

Further reading: Mehta and Monteiro, Concrete

4 · Reinforced concrete beams and slabs · hard

A singly reinforced beam is 250 mm wide with effective depth 450 mm, M25 concrete and Fe415 steel. What is its limiting moment of resistance Mu,lim by IS 456?

  1. 139.7 kN·m
  2. 218.7 kN·m
  3. 169.1 kN·m
  4. 174.6 kN·m
Answer and working

D. 174.6 kN·m

xu,max = 0.48 × 450 = 216 mm. Mu,lim = 0.36 fck b xu,max (d − 0.42 xu,max) = 0.36 × 25 × 250 × 216 × (450 − 90.72) = 174.6 kN·m (≈ 0.138 fck b d²). Using 0.46 (the Fe500 limit) gives 169.1; omitting the 0.42 xu lever-arm reduction gives 218.7. 139.7 kN·m uses fck = 20 (M20) instead of 25.

Further reading: IS 456:2000, Annex G

5 · Reinforced concrete columns · hard

A short, axially loaded 350 × 350 mm column has four 20 mm Fe500 bars and M25 concrete. Using Pu = 0.4 fck Ac + 0.67 fy Asc (IS 456), what is its design capacity?

  1. 1823 kN
  2. 1759 kN
  3. 1633 kN
  4. 1646 kN
Answer and working

C. 1633 kN

Asc = 4 × π × 20²/4 = 1256.6 mm²; Ac = 122,500 − 1256.6 = 121243.4 mm². Pu = 0.4 × 25 × 121243 + 0.67 × 500 × 1256.6 = 1633 kN. Using the gross area for concrete gives 1646; using 0.87 fy gives 1759; 1823 uses the pure-axial coefficients without the code's allowance for minimum eccentricity.

Further reading: IS 456:2000, clause 39.3

6 · Trusses · easy

What is the main purpose of a north-light (saw-tooth) roof truss in a workshop or packhouse?

  1. To increase natural ventilation by forming a ridge vent over the span
  2. To carry crane loads without any internal columns over long spans
  3. To admit even daylight through glazing that faces away from direct sun
  4. To shed heavy snow from both slopes equally in cold climates
Answer and working

C. To admit even daylight through glazing that faces away from direct sun

The steep glazed face is turned towards the pole (north in the northern hemisphere) to admit diffuse daylight without glare or solar heat gain. It is not primarily a snow, crane or ventilation device.

Further reading: Punmia, Building Construction

7 · Foundations · medium

A farm godown is to be built on expansive black cotton soil. Which foundation approach is commonly used in Indian practice to limit swelling and shrinkage damage?

  1. A timber raft laid on the soil surface so the building moves freely with the clay
  2. Isolated footings on the surface with the floor slab cast directly on the swelling clay
  3. Under-reamed piles anchored below the zone of seasonal moisture change, with a grade beam
  4. Shallow strip footings at 0.3 m depth on a thick layer of the same compacted black cotton soil
Answer and working

C. Under-reamed piles anchored below the zone of seasonal moisture change, with a grade beam

Under-reamed piles have enlarged bulbs that anchor the structure below the active zone, and a grade beam spans between them clear of the clay. Shallow footings in the active zone move with the seasons and crack walls. Practice in other countries uses deeper footings, stiffened rafts or moisture barriers.

Further reading: IS 2911 Part 3; Punmia, Soil Mechanics and Foundations

8 · Foundations · medium

How does a rise of the water table to the base of a shallow footing in sand affect its bearing capacity?

  1. It reduces it only for clays, because sands drain freely and their strength is not affected
  2. It reduces it, because the submerged unit weight, close to half the bulk value, enters the γ terms
  3. It has no effect, because the bearing capacity factors depend only on the angle of shearing resistance
  4. It increases it, because water pressure supports part of the footing load and reduces settlement
Answer and working

B. It reduces it, because the submerged unit weight, close to half the bulk value, enters the γ terms

Effective stresses fall when soil is submerged; the γ in the Nγ term (and in the Nq term if the water rises above the base) is replaced by the submerged unit weight, cutting capacity, especially in cohesionless soils whose strength is purely frictional.

Further reading: Das, Principles of Foundation Engineering

9 · Specifications and contracts · easy

What is the purpose of the earnest money deposit (bid security) submitted with a tender?

  1. To cover defects that appear during the defects liability period after completion
  2. To pay the contractor in advance for mobilising equipment to the site after award
  3. To pay liquidated damages if the completed work is handed over after the due date
  4. To guarantee that the bidder will not withdraw its bid and will sign the contract if it is accepted
Answer and working

D. To guarantee that the bidder will not withdraw its bid and will sign the contract if it is accepted

Bid security protects the owner during tendering; it is returned to unsuccessful bidders. After award, a performance security and retention money cover completion and defects; liquidated damages are deducted from payments. Amounts are set by local procurement rules.

Further reading: Dutta, Estimating and Costing

10 · Specifications and contracts · medium

What are liquidated damages in a construction contract?

  1. Payments to the contractor for delays caused by the owner's late drawings
  2. A pre-agreed sum per day or week of delay, payable by the contractor for late completion
  3. The actual losses the owner proves in court after the work is completed late
  4. A penalty for poor workmanship assessed by the engineer at final inspection
Answer and working

B. A pre-agreed sum per day or week of delay, payable by the contractor for late completion

Liquidated damages are a genuine pre-estimate of loss, written into the contract so that the owner does not need to prove actual loss. Delays caused by the owner entitle the contractor to an extension of time, not to pay damages. Defective work is handled by rectification and the defects liability period.

Further reading: FIDIC Conditions of Contract

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Building Materials, Theory of Structures & ConstructionThe full study manual, free Nepal Engineering Council Registration ExamFormat, sections and how it has changed

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