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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

3 m
5 m
4 m
6 m

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 - x/l) + bw
Kx (1 + x/l) + bw
All listed here
K/x (1 + x/d) + bw

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RCC Structures Design
Piles are usually driven by

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

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
15 mm
11 mm
10 mm

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

A/P
P/2A
2A/P
P/A

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Increased gradually towards the edge
Kept uniform throughout
Decreased gradually towards the edge
Kept zero at the edge

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