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RCC Structures Design

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

20 mm
22 mm
12 mm
6 mm

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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 rib
A key
All listed here

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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

48 d
58 d
38 d
28 d

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
5
2
1

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

35 cm
20 cm
25 cm
30 cm

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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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