A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

14 cm²

16 cm²

15 cm²

17 cm²

14 cm²

16 cm²

15 cm²

17 cm²

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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

Cantilever beam

Simply supported beam

None of these

Continuous beam

Cantilever beam

Simply supported beam

None of these

Continuous beam

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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

None of these

41,200 kg

412,000 kg

4,120 kg

None of these

41,200 kg

412,000 kg

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RCC Structures Design
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

Stress in concrete × area of concrete + Stress in steel × area of steel

Stress in concrete × area of concrete

None of these

Stress in steel × area of steel

Stress in concrete × area of concrete + Stress in steel × area of steel

Stress in concrete × area of concrete

None of these

Stress in steel × area of steel

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is not cohesive

Is free from moisture

All listed here

Is dry

Is not cohesive

Is free from moisture

All listed here

Is dry

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻⁵

3.0 × 10⁻³

3.5 × 10⁻⁵

3.0 × 10⁻²

3.0 × 10⁻⁵

3.0 × 10⁻³

3.5 × 10⁻⁵

3.0 × 10⁻²

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RCC Structures Design

RCC Structures Design A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

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

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

RCC Structures Design According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

RCC Structures Design The design of a retaining wall assumes that the retained earth

RCC Structures Design As per IS : 1343, total shrinkage for a pre-tensioned beam, is

RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

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

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

RCC Structures Design
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

RCC Structures Design
The design of a retaining wall assumes that the retained earth

RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is