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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

58 d
48 d
38 d
28 d

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.696 %
0.496 %
0.596 %
0.796 %

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

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

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

20
25
30
35

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RCC Structures Design
Pick up the true statement from the following:

In the absence of beams, it is easier to paint
All listed here
Plain ceiling provides the best property diffusing light
In the absence of beams, it is easier to install piping

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

wl24
wl210
wl28
wl212

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