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RCC Structures Design

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

2
1
3
5

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

7 mm
5 mm
4 mm
6 mm

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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°
45°
25°

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete and high tensile steel
Low strength concrete only
High strength concrete only
Low strength concrete but high tensile steel

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/3P
WL/4P
WL/P
WL/2P

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RCC Structures Design
On piles, the drop must be at least

124 cm
123 cm
120 cm
80 cm

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