If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

37 cm

38 cm

39 cm

40 cm

37 cm

38 cm

39 cm

40 cm

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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

Continuous beam

None of these

Cantilever beam

Simply supported beam

Continuous beam

None of these

Cantilever beam

Simply supported beam

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 5/qmax)

(L/2) (1 - 2/qmax)

(L/3) (1 - 5/qmax)

(L/2) (1 - 3/qmax)

(L/2) (1 - 5/qmax)

(L/2) (1 - 2/qmax)

(L/3) (1 - 5/qmax)

(L/2) (1 - 3/qmax)

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Triangular

Rectangular

Trapezoidal

Square

Triangular

Rectangular

Trapezoidal

Square

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RCC Structures Design
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

24 diameters from the centre of the column

42 diameters from the inner edge of the column

42 diameters from the centre of the column

42 diameters from the outer edge of the column

24 diameters from the centre of the column

42 diameters from the inner edge of the column

42 diameters from the centre of the column

42 diameters from the outer edge of the column

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RCC Structures Design
Piles are usually driven by

Diesel operated hammer

Drop hammer

All listed here

Single acting steam hammer

Diesel operated hammer

Drop hammer

All listed here

Single acting steam hammer

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RCC Structures Design

RCC Structures Design If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, 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 If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

RCC Structures Design If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

RCC Structures Design Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

RCC Structures Design Piles are usually driven by

RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, 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
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

RCC Structures Design
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

RCC Structures Design
Piles are usually driven by