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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

20
15
10
25

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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

Square
Triangular
Rectangular
Trapezoidal

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A cut-off wall
A key
A rib
All listed here

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

12 cm
6 cm
4 cm
8 cm

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
30
25
35

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

12 cm
8 cm
6 cm
10 cm

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