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RCC Structures Design

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

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

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is increased by Pe/Z
Is decreased by Pe/Z
Is increased by PZ/e
Remains unchanged

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
2.5 diameters
3 diameters
One diameter

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.207 L
0.107 L
0.407 L
0.307 L

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

3 m
6 m
5 m
4 m

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
16
8
10

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