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RCC Structures Design

RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

10 kg/cm²
15 kg/cm²
5 kg/cm²
20 kg/cm²

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

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Grashoff formula
Rankine formula
Marcus formula
Rankine Grashoff formula

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept uniform throughout
Kept zero at the edge
Decreased gradually towards the edge
Increased gradually towards the edge

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

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

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

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

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