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RCC Structures Design

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
0.3 H
0.7 H

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
30
50
40

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

4 m
6 m
3 m
5 m

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be zero at the centre of the foundation
Be uniform
Be more at the edges of the foundation
Not be uniform

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

12 legged
10 legged
8 legged
6 legged

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C²
2800/3C
2300/2C
2800/C

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