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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

50
55
45
40

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

n
d
d - n/3
d + n/3

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Economic section
Critical section
All listed here
Balanced section

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

35°
45°
25°
55°

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

Twice the diameter of thinner bar
One diameter of thicker bar
None of these
One diameter of thinner bar

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RCC Structures Design
A pre-stressed concrete member

Is made of concrete
Is made of reinforced concrete
Possesses internal stresses
Is stressed after casting

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