GATE CE 1997 | GATE CE Year Wise Previous Years Questions

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GATE CE 1997

MCQ (Single Correct Answer)

-0.3

The cylinder strength of the concrete is less than the cube strength because of

The difference in the shape of the cross-section of the specimens

The difference in the slenderness ratio of the specimens

The friction between the concrete specimens and the steel plate of the testing machine

The cubes are tested without capping but the cylinders are tested with capping

GATE CE 1997

MCQ (Single Correct Answer)

-0.3

The permissible tensile stress in concrete made of M 25 concrete is

3.5 N/mm²

60 N/mm²

2.5 N/mm²

None of the above

GATE CE 1997

MCQ (Single Correct Answer)

-0.3

Allowable average shear stress in an unstiffened web for beams made of steel of grade $$250\,\,N/m{m^2}$$ is

$$250\,\,N/m{m^2}$$

$$165\,\,N/m{m^2}$$

$$150\,\,N/m{m^2}$$

$$100\,\,N/m{m^2}$$

GATE CE 1997

MCQ (Single Correct Answer)

-0.6

Maximum size of a fillet weld for a plate of square edge is

$$1.5$$ $$mm$$ less than the thickness of the plate

one half of the thickness of the plate

thickness of the plate itself

$$1.5$$ $$mm$$ more than the thickness of the plate

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