If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

ft .d/4fb

(π/4). (ft .d3/fb)

π ft .d²/fb

(π/4). (ft .d/fb)

ft .d/4fb

(π/4). (ft .d3/fb)

π ft .d²/fb

(π/4). (ft .d/fb)

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine formula

Grashoff formula

Marcus formula

Rankine Grashoff formula

Rankine formula

Grashoff formula

Marcus formula

Rankine Grashoff formula

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

4 mm

5 mm

7 mm

6 mm

4 mm

5 mm

7 mm

6 mm

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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

1/16th of the span

1/12th of the span

1/10th of the span

1/8th of the span

1/16th of the span

1/12th of the span

1/10th of the span

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A parabolic curve

An elliptical curve

A circular curve

A straight line

A parabolic curve

An elliptical curve

A circular curve

A straight line

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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

Square

Trapezoidal

Rectangular

Triangular

Square

Trapezoidal

Rectangular

Triangular

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RCC Structures Design

RCC Structures Design If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

RCC Structures Design Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

RCC Structures Design The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

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 Distribution of shear intensity over a rectangular section of a beam, follows:

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
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

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
Distribution of shear intensity over a rectangular section of a beam, follows:

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