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RCC Structures Design

RCC Structures Design
A flat slab is supported

On columns
On columns monolithically built with slab
On beams
On beams and columns

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is over safe in shear
Is safe in shear
Is unsafe in shear
Needs redesigning

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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
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

20 cm
25 cm
30 cm
35 cm

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

All listed here
A cut-off wall
A rib
A key

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

3 m
4 m
6 m
5 m

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