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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Open newel
Straight
Geometrical
Dog legged

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 1400/3C
m = 2800/3C
m = 3500/3C
m = 700/3C

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

250 kg/cm²
50 kg/cm²
150 kg/cm²
350 kg/cm²

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

55°
35°
25°
45°

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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 edge
Tensile reinforcement
Neutral axis of the beam

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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

25 cm
20 cm
30 cm
35 cm

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