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RCC Structures Design

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

2h/3
h/4
h/2
h/3

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

2.0 times the average
1.50 times the average
1.75 times the average
1.25 times the average

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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
Neutral axis of the beam
Tensile reinforcement
Tensile edge

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.4 H
0.5 H
0.7 H
0.3 H

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/47
WL²/16
WL/8
WL²/24

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends
To provide high bond stresses
To overcome high bearing stresses developed at the ends
All listed here

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