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
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

None of these

412,000 kg

41,200 kg

4,120 kg

None of these

412,000 kg

41,200 kg

4,120 kg

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

50

30

40

56

50

30

40

56

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RCC Structures Design
A foundation rests on

Base of the foundation

Sub-grade

Foundation soil

Both B and C

Base of the foundation

Sub-grade

Foundation soil

Both B and C

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RCC Structures Design
The angle of internal friction of soil mass is the angle whose

Cosine is equal to the ratio of the maximum resistance sliding on any internal inclined plane to the normal pressure acting on the plane

Tangent is equal to the rate of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane

None of these

Sine is equal to the ratio of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane

Cosine is equal to the ratio of the maximum resistance sliding on any internal inclined plane to the normal pressure acting on the plane

Tangent is equal to the rate of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane

None of these

Sine is equal to the ratio of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/8th of the span

1/10th of the span

1/12th of the span

1/16th of the span

1/8th of the span

1/10th of the span

1/12th of the span

1/16th of the span

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm

7.5 mm

10 mm

15 mm

5 mm

7.5 mm

10 mm

15 mm

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RCC Structures Design

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 An R.C.C. column is treated as short column if its slenderness ratio is less than

RCC Structures Design A foundation rests on

RCC Structures Design The angle of internal friction of soil mass is the angle whose

RCC Structures Design Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

RCC Structures Design The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

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
An R.C.C. column is treated as short column if its slenderness ratio is less than

RCC Structures Design
A foundation rests on

RCC Structures Design
The angle of internal friction of soil mass is the angle whose

RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is