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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
0.7 H
0.3 H

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

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

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

6 m
5 m
3 m
4 m

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

None of these
41,200 kg
4,120 kg
412,000 kg

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(1 - C) mf - eE
(C - 1) mf - eE
(C - 1) mf + eE
(1 - C) mf + eE

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RCC Structures Design
A foundation rests on

Both B and C
Base of the foundation
Sub-grade
Foundation soil

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