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Tamil Nadu PSC Building Materials, Theory of Structures & Construction: practice questions

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 papers
10worked here, free
41written 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 41 questions fall

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 cement8
Estimation, costing and rate analysis8
Specifications and contracts6
Foundations5
Concrete and concrete mix design4
Steel and timber3
Reinforced concrete columns3
Trusses3
Reinforced concrete beams and slabs1

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 · Reinforced concrete beams and slabs · easy

A slab panel 3.5 m × 8.0 m is supported on all four edges by beams. How should it be designed?

  1. As a one-way slab spanning the 3.5 m direction, because ly/lx exceeds 2
  2. As a two-way slab, because every slab supported on four edges is two-way
  3. As a one-way slab spanning the 8.0 m direction, because the long span governs
  4. As a flat slab without beams, because the ratio ly/lx is less than 3
Answer and working

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

3 · 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

4 · Foundations · medium

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?

  1. 2.87 m
  2. 5.50 m
  3. 2.24 m
  4. 2.35 m
Answer and working

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

5 · Foundations · easy

When is a raft (mat) foundation usually preferred to individual column footings?

  1. When the water table is very deep and the soil bearing capacity is high
  2. When the building is a light single-storey shed governed only by wind uplift
  3. When the footings would cover more than half the plan area or the soil is weak and variable
  4. When the soil is dense gravel and individual footings would be very small and widely spaced
Answer and working

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

6 · 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

7 · Estimation, costing and rate analysis · medium

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?

  1. 205.7 kg
  2. 61.7 kg
  3. 72.0 kg
  4. 432.0 kg
Answer and working

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

8 · Estimation, costing and rate analysis · hard

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?

  1. 28.4 bags
  2. 23.2 bags
  3. 15.1 bags
  4. 8.1 bags
Answer and working

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

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 · easy

What is the measurement book used for in public works?

  1. Recording the results of cube tests for the quality-control laboratory only
  2. Recording the specifications of each item before the tender is invited
  3. Recording measurements of work done and materials received, as the basis for payments
  4. Recording the names and wages of daily labourers for the contractor's payroll
Answer and working

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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Read the subject

Building Materials, Theory of Structures & ConstructionThe full study manual, free Tamil Nadu PSCFormat, sections and how it has changed

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