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RCC Structures Design

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

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

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Critical section
Economic section
All listed here
Balanced section

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

200 kg/m²
75 kg/m²
Nil
150 kg/cm²

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Three times
Six times
Five times
Four times

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Continued up
All of the listed here
Stopped just below the floor level and separate lap bars provided
Bent inward at the floor level

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

45°
55°
25°
35°

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