GATE CE 2002 | GATE CE Year Wise Previous Years Questions

GATE CE 2002

MCQ (Single Correct Answer)

-0.6

During a 6-hour storm the rainfall intensity was 0.8 cm/hr on a catchment of area 8.6 km². The measured runoff volume during this period was 2,56,000 m³. The total rainfall was lost due to infiltration, evaporation and transpiration in cm/hr is

0.80

0.304

0.496

Sufficient information not available

GATE CE 2002

MCQ (Single Correct Answer)

-0.3

Modulus of elasticity of M25 grade concrete in MPa is

25000

36000

45600

54000

GATE CE 2002

MCQ (Single Correct Answer)

-0.6

Read the following two statements

$${\rm I}.\,\,\,\,\,\,\,\,\,\,\,\,$$ Maximum strain in concrete at the outermost compression fibre is taken to be $$0.0035$$ in bending
$${\rm II}.\,\,\,\,\,\,\,\,\,\,\,\,$$ The maximum compressive strain in concrete in axial compression is taken as $$0.002$$ Keeping the provisions of $$IS$$ $$456$$-$$2000$$ on limit state design in mind, which of the following is true?

Statement $${\rm I}$$ is true but $${\rm II}$$ is false

Statement $${\rm I}$$ is false but $${\rm II}$$ is true

Both statements $${\rm I}$$ and $${\rm II}$$ are true

Both statements $${\rm I}$$ and $${\rm II}$$ are false

GATE CE 2002

MCQ (Single Correct Answer)

-0.6

As per provision of $$IS$$ $$456$$-$$2000$$, in the limit state method for design of beams, the limiting value of the depth of neutral axis in a reinforced concrete beam of effective depth $$'d'$$ is given as

$$0.53$$ $$d$$

$$0.48$$ $$d$$

$$0.46$$ $$d$$

any of the above depending on the different grades of steel.

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2018