Nepal Engineering Council Registration Exam — Agricultural Engineering · Nepal · Nepal Engineering Council
Original practice questions written to the published syllabus · not past papersMaterials, 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
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 analysis | 13 | |
| Bricks, stone and cement | 12 | |
| Specifications and contracts | 9 | |
| Concrete and concrete mix design | 8 | |
| Reinforced concrete beams and slabs | 8 | |
| Reinforced concrete columns | 8 | |
| Foundations | 8 | |
| Steel and timber | 6 | |
| Trusses | 6 |
Choose an answer, then open the working. Each explanation says why the right answer is right and why the others are not.
In English bond brickwork, how are headers and stretchers arranged?
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
Brick earth that contains too much lime is used to make bricks. What is the most likely result?
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
How does a pozzolana such as fly ash or rice-husk ash contribute to the strength of a lime or blended-cement binder?
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
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?
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
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?
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
What is the main purpose of a north-light (saw-tooth) roof truss in a workshop or packhouse?
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
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?
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
How does a rise of the water table to the base of a shallow footing in sand affect its bearing capacity?
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
What is the purpose of the earnest money deposit (bid security) submitted with a tender?
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
What are liquidated damages in a construction contract?
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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