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

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 5 English

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GATE CE 2014 Set 2

Numerical

-0

Polar moment of inertia $$\left( {{{\rm I}_p}} \right),$$ in $$c{m^4},$$ of a rectangular section having width, $$b=2$$ $$cm$$ and depth $$d=6$$ $$cm$$ is __________

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