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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

275 KN/mm²
200 KN/mm²
150 KN/mm²
250 KN/mm²

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

WR²/16
2WR²/16
3WR²/16
Zero

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

Higher bearing capacity
No decay due to termites
All of these
No restriction on length

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

8 legged
6 legged
10 legged
12 legged

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

45°
60°
None of these
30°

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

50
30
35
40

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