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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
6 legged
8 legged
12 legged

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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
412,000 kg
41,200 kg
None of these

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²
50 kg/cm²
150 kg/cm²
250 kg/cm²

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

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

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RCC Structures Design
The number of treads in a flight is equal to

Risers minus one
Risers plus one
None of these
Risers in the flight

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is effectively bonded together with the beam
It is built integrally with the beam
All of the listed here
Flange has adequate reinforcement transverse to beam

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