GATE CE 2014 Set 2 | GATE CE Year Wise Previous Years Questions

GATE CE 2014 Set 2

MCQ (Single Correct Answer)

-0.3

The modulus of elasticity, E = 5000$$\sqrt{{\mathrm f}_\mathrm{ck}}$$ where f_ck is the characteristic compressive strength of concrete, specified in IS:456-2000 is based on

Tangent modulus

Initial tangent modulus

Secant modulus

Chord modulus

GATE CE 2014 Set 2

MCQ (Single Correct Answer)

-0.3

The target mean strength f_cm for concrete mix design obtained from the characteristic strength (f_ck) and standard deviation $$\sigma$$, as defined in IS:456-2000, is

$${\mathrm f}_\mathrm{ck}\;+\;1.35\mathrm\sigma$$

$${\mathrm f}_\mathrm{ck}\;+\;1.45\mathrm\sigma$$

$${\mathrm f}_\mathrm{ck}\;+\;1.55\mathrm\sigma$$

$${\mathrm f}_\mathrm{ck}\;+\;1.65\mathrm\sigma$$

GATE CE 2014 Set 2

Numerical

-0

The flexural tensile strength of M25 grade of concrete, in N/mm², as per IS:456-2000 is __________.

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GATE CE 2014 Set 2

Numerical

-0

The axial load (in $$kN$$) in the member $$PQ$$ for the arrangement/assembly shown in the figure given below is ___________ GATE CE 2014 Set 2 Strength of Materials Or Solid Mechanics - Propped Cantilever Beam Question 4 English

GATE CE 2014 Set 2 Strength of Materials Or Solid Mechanics - Propped Cantilever Beam Question 4 English

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