Civil Engineering MCQJE Level Civil Engineering

The 'creep coefficient' φ for concrete (IS 456) is defined as the ratio of:

RCCRCCMEDIUM

Choose the correct answer

A

Ultimate strain / yield strain

B

Creep strain / elastic strain under the same sustained stress — IS 456 Table 2 gives φ=1.6–2.2 depending on age

C

Drying shrinkage / thermal strain

D

Deflection at service / deflection at ultimate

Correct Answer

B. Creep strain / elastic strain under the same sustained stress — IS 456 Table 2 gives φ=1.6–2.2 depending on age

AI Detailed Explanation & IS Code Reference

Unlock the reasoning, formula path and code-linked notes inside your student dashboard.

Creep coefficient φ = creep strain / elastic strain (all under sustained load at long term). IS 456 Table 2: φ depends on age of loading: 28-day loading φ = 1.6 (humid) to 2.2 (arid); 7-day: higher; 1-year: lower. Total strain under sustained load = elastic strain × (1+φ). For pre-stressed concrete: creep loss = E_s × ε_creep = important. Effective modulus: E_eff = Ec/(1+φ) for long-term.

ScoreCardAI links this solution with subject, topic and difficulty signals so your scorecard can identify weak areas after a full mock test.

Concept shortcut
IS/IRC reference
Common trap

Practice more Civil Engineering questions

This MCQ belongs to JE Level Premium Test Series. Full tests include timed attempts, rank comparison and subject-wise analysis.

Create Free Account