If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

\frac{w l^{2}}{4}

\frac{w l^{2}}{12}

\frac{w l^{2}}{10}

\frac{w l^{2}}{8}

$\frac{w l^{2}}{4}$

$\frac{w l^{2}}{12}$

$\frac{w l^{2}}{10}$

$\frac{w l^{2}}{8}$

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

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

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

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

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

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

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
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thicker bar

Twice the diameter of thinner bar

None of these

One diameter of thinner bar

One diameter of thicker bar

Twice the diameter of thinner bar

None of these

One diameter of thinner bar

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile reinforcement

Longitudinal central axis

Neutral axis of the beam

Tensile edge

Tensile reinforcement

Longitudinal central axis

Neutral axis of the beam

Tensile edge

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

Square

Square with corners chamfered

Circular

Octagonal

Square

Square with corners chamfered

Circular

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

h/4

2h/3

h/3

h/2

h/4

2h/3

h/3

h/2

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RCC Structures Design

RCC Structures Design If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

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

RCC Structures Design Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

RCC Structures Design In a singly reinforced beam, the effective depth is measured from its compression edge to

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
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

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

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

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