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

17 cm²

16 cm²

15 cm²

14 cm²

17 cm²

16 cm²

15 cm²

14 cm²

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RCC Structures Design
Post tensioning system

None of these

Is not economical and hence not generally used

Is economical for large spans and is adopted now a days

Was widely used in earlier days

None of these

Is not economical and hence not generally used

Is economical for large spans and is adopted now a days

Was widely used in earlier days

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RCC Structures Design
A pre-cast pile generally used, is

Circular

Square with corners chamfered

Square

Octagonal

Circular

Square with corners chamfered

Square

Octagonal

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

2h/3

h/2

h/3

h/4

2h/3

h/2

h/3

h/4

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters

3 diameters

One diameter

2.5 diameters

3.5 diameters

3 diameters

One diameter

2.5 diameters

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A key

A cut-off wall

All listed here

A rib

A key

A cut-off wall

All listed here

A rib

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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 Post tensioning system

RCC Structures Design A pre-cast pile generally used, is

RCC Structures Design Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

RCC Structures Design In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

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
Post tensioning system

RCC Structures Design
A pre-cast pile generally used, is

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as