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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
25 kg/cm²
20 kg/cm²
10 kg/cm²

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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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

6 mm
7 mm
4 mm
5 mm

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/16th of the span
1/10th of the span
1/12th of the span
1/8th of the span

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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

2
5
1
3

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.15 %
0.10 %
0.12 %
0.18 %

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