Tamil Nadu PSC — Agricultural Engineering (Code 164, degree standard) · India · Tamil Nadu Public Service Commission
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 Tamil Nadu PSC spread across the units of Building Materials, Theory of Structures & Construction. Difficulty: 29 easy, 11 medium, 1 hard.
| Bricks, stone and cement | 8 | |
| Estimation, costing and rate analysis | 8 | |
| Specifications and contracts | 6 | |
| Foundations | 5 | |
| Concrete and concrete mix design | 4 | |
| Steel and timber | 3 | |
| Reinforced concrete columns | 3 | |
| Trusses | 3 | |
| Reinforced concrete beams and slabs | 1 |
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
A slab panel 3.5 m × 8.0 m is supported on all four edges by beams. How should it be designed?
A. As a one-way slab spanning the 3.5 m direction, because ly/lx exceeds 2
ly/lx = 8.0/3.5 = 2.29 > 2, so the slab bends mainly across the short span; main bars run parallel to the 3.5 m span with distribution bars along the long direction. Four-edge support makes it two-way only when ly/lx ≤ 2.
Further reading: IS 456:2000, clause 24.4
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 column carries a service load of 750 kN. Allowing 10% for the footing's self-weight and backfill, what side length of square footing is needed on soil with an allowable bearing pressure of 150 kN/m²?
D. 2.35 m
Area = 750 × 1.10/150 = 5.50 m²; side = √5.50 = 2.35 m. Ignoring self-weight gives 2.24 m; applying the 1.5 load factor to bearing (which uses service loads) gives 2.87 m; 5.50 is the area, not the side.
Further reading: Punmia, Soil Mechanics and Foundations
When is a raft (mat) foundation usually preferred to individual column footings?
C. When the footings would cover more than half the plan area or the soil is weak and variable
A raft spreads load over the whole plan, lowering pressure and bridging soft spots to reduce differential settlement. On strong soil with small, widely spaced footings, isolated footings are cheaper.
Further reading: Das, Principles of Foundation Engineering
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 much cement is needed for 0.30 m³ of dry 1:6 cement–sand mortar, taking cement bulk density as 1,440 kg/m³?
B. 61.7 kg
Cement = 0.30 × 1/(1 + 6) = 0.0429 m³ × 1,440 = 61.7 kg (about 1.23 bags). Dividing by 6 instead of 7 gives 72.0; 205.7 kg is the cement per m³ of dry mortar, not per 0.30 m³. 432.0 kg forgets the 1/7 cement share (0.30 × 1,440).
Further reading: Dutta, Estimating and Costing
A slab 6 m × 4 m × 0.12 m is cast in 1:1.5:3 nominal-mix concrete. With a dry-volume factor of 1.54 and cement at 1,440 kg/m³, how many 50 kg bags of cement are needed?
B. 23.2 bags
Volume = 6 × 4 × 0.12 = 2.88 m³. Cement per m³ = 1.54/5.5 × 1,440/50 = 8.06 bags; × 2.88 = 23.2 bags. Without the 1.54 factor: 15.1; 8.1 is the per-m³ figure; dividing by 4.5 (leaving out the cement part) gives 28.4.
Further reading: Dutta, Estimating and Costing
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 is the measurement book used for in public works?
C. Recording measurements of work done and materials received, as the basis for payments
The measurement book is the original record of quantities measured by the engineer; running and final bills are prepared from it, and auditors check against it. Payroll, specifications and test registers are separate records.
Further reading: Dutta, Estimating and Costing
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