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RCC Structures Design

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

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

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One-third of the width of the stem at the bottom
One half of the width of the stem at the bottom
One fourth of the width of the steam at the bottom
Width of the stem at the bottom

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

200 kg/cm²
100 kg/cm²
300 kg/cm²
400 kg/cm²

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Four times
Three times
Six times

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a² - b²)/8a²bq
D = W (a² - b²)/4a²bq
D = W (a² - b²)/4abq
D = W (a - b)/4a²bq

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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

0.407 L
0.207 L
0.107 L
0.307 L

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