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RCC Structures Design

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

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

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.75
0.7
0.5
0.25

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Tension is resisted by tension steel
All of the listed here
Compression is resisted by compression steel
Stress in tension steel equals the stress in compression steel

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine Grashoff formula
Rankine formula
Marcus formula
Grashoff formula

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

230 kg/cm²
260 kg/cm²
190 kg/cm²
1400 kg/cm²

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

Twice the diameter of thinner bar
None of these
One diameter of thicker bar
One diameter of thinner bar

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