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RCC Structures Design

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/4
2h/3
h/3
h/2

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
10
25
20

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RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

233 cm
176 cm
236 cm
300 cm

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 7
Equal to 6
Not less than 6
Less than 6

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Paraboloid
Semi-hemisphere
Ellipsoid

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Free end
Mid span
Mid span and fixed support
Fixed end

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