Civil Engineering
Structures, surveying, soil mechanics
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What is the typical strength gain pattern of concrete in the first 28 days?
A Linear growth throughout
B Rapid growth in first 7 days, then slower
C Slow initial growth, then rapid after 14 days
D Constant growth at all stages
Correct Answer:  B. Rapid growth in first 7 days, then slower
EXPLANATION

Concrete gains approximately 40-50% strength in 7 days due to rapid hydration, then strength gain slows down gradually.

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Which of the following factors increases the compressive strength of concrete?
A Increase in water-cement ratio
B Decrease in curing time
C Use of pozzolanic materials
D Increase in slump value
Correct Answer:  C. Use of pozzolanic materials
EXPLANATION

Pozzolanic materials like fly ash and silica fume react with calcium hydroxide to improve strength and durability.

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What is the minimum concrete cover for reinforcement in foundations as per IS 456:2000?
A 25 mm
B 40 mm
C 50 mm
D 75 mm
Correct Answer:  C. 50 mm
EXPLANATION

IS 456:2000 specifies 50 mm minimum concrete cover for reinforcement in submerged/buried foundations.

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Hydration of cement produces which of the following as main products?
A Calcium Silicate Hydrate and Calcium Hydroxide
B Silicon Dioxide and Aluminum Oxide
C Iron Oxide and Magnesium Oxide
D Calcium Carbonate only
Correct Answer:  A. Calcium Silicate Hydrate and Calcium Hydroxide
EXPLANATION

CSH (Calcium Silicate Hydrate) and CH (Calcium Hydroxide) are the main hydration products that give strength to concrete.

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What is the recommended slump for RCC columns according to IS 456:2000?
A 25-50 mm
B 50-100 mm
C 100-150 mm
D 150-200 mm
Correct Answer:  A. 25-50 mm
EXPLANATION

For RCC columns, the recommended slump is 25-50 mm to ensure adequate compaction and workability.

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What is the water-cement ratio for M20 grade concrete as per IS 456:2000?
A 0.40
B 0.45
C 0.50
D 0.55
Correct Answer:  D. 0.55
EXPLANATION

For M20 concrete, the maximum water-cement ratio is 0.55 to achieve the specified 28-day compressive strength.

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The principle of virtual displacements is applicable to:
A Determinate structures only
B Indeterminate structures only
C Both determinate and indeterminate structures
D Rigid bodies only
Correct Answer:  C. Both determinate and indeterminate structures
EXPLANATION

Virtual work principle applies universally to all structures, both determinate and indeterminate, and rigid/deformable bodies.

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In slope-deflection method, the fixed-end moment for a fixed beam with UDL w over length L is:
A wL²/12
B wL²/8
C wL²/6
D wL²/4
Correct Answer:  A. wL²/12
EXPLANATION

Fixed-end moment for fixed beam with UDL = wL²/12 at each end (opposite signs).

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For a continuous beam with equal spans and equal loads, the negative moment at interior support is maximum at:
A First interior support
B Second interior support
C Middle interior support
D All interior supports equally
Correct Answer:  D. All interior supports equally
EXPLANATION

For symmetrical continuous beam with equal spans and loads, negative moments at all interior supports are equal.

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In a three-hinged arch, the additional hinge at crown provides:
A One additional equilibrium equation
B Two additional constraints
C Reduces indeterminacy to zero
D Increases bending moment
Correct Answer:  C. Reduces indeterminacy to zero
EXPLANATION

Three-hinged arch has 4 reactions with 3 global + 1 local equilibrium equation at crown, making it statically determinate (DSI=0).

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