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RCC Structures Design

RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl210
wl28
wl212
wl24

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

6 legged
10 legged
12 legged
8 legged

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Load factor method
Modular ratio method
None of these
Ultimate load method

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

30 cm
20 cm
75 cm
40 cm

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile reinforcement
Neutral axis of the beam
Longitudinal central axis
Tensile edge

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

25
15
10
20

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