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RCC Structures Design

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

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

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
20 kg/cm²
10 kg/cm²
15 kg/cm²

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

25 cm
35 cm
20 cm
30 cm

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

All of these
Resist the shrinkage stress
Distribute the load
Resist the temperature stresses

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Top of the column
Supporting end of the column
Drop panel
Capital

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.775 Pa
D = 0.0775 aP
D = 0.07775 aP
D = 0.00775 aP

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