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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

10 legged
8 legged
6 legged
12 legged

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2300 kg/m³
2200 kg/m³
2500 kg/m³
2400 kg/m³

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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

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

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Octagonal columns is 8
Circular columns is 6
Rectangular columns is 4
All listed here

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Thickness of the stem is kept same throughout
All listed here
Width of the base slab is kept 0.7 time the total height of the wall
Base slab is made 10 cm thicker than the stem

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Simply supported beam
Continuous beam
Cantilever beam
None of these

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