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RCC Structures Design

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 maximum area of tension reinforcement in beams shall not exceed

1
6
0.15 %
4 %

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.0
1.5
3.0
2.0

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.0 m
4.1 m
4.5 m

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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

4 mm
6 mm
5 mm
7 mm

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RCC Structures Design
Piles are usually driven by

Single acting steam hammer
Diesel operated hammer
Drop hammer
All listed here

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