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RCC Structures Design

RCC Structures Design
A flat slab is supported

On columns monolithically built with slab
On beams and columns
On columns
On beams

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Continuous beam
None of these
Simply supported beam
Cantilever beam

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
6 mm
12 mm
22 mm

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

6
0.15 %
1
4 %

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Triangular
Square
Trapezoidal
Rectangular

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

w (1 - cos φ)/h (1 + sin φ)
wh (1 - sin φ)/(1 + sin φ)
wh (1 - cos φ)/(1 + sin φ)
wh (1 - tan φ)/(1 + tan φ)

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