If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ + p₂)/4] h

[(p₁ + p₂)/2] h

(p₁ - p₂) ⅔h

[(p₁ - p₂)/2] h

[(p₁ + p₂)/4] h

[(p₁ + p₂)/2] h

(p₁ - p₂) ⅔h

[(p₁ - p₂)/2] h

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these

Ellipsoid

Paraboloid

Semi-hemisphere

None of these

Ellipsoid

Paraboloid

Semi-hemisphere

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

w (1 - cos φ)/h (1 + sin φ)

wh (1 - sin φ)/(1 + sin φ)

wh (1 - tan φ)/(1 + tan φ)

wh (1 - cos φ)/(1 + sin φ)

w (1 - cos φ)/h (1 + sin φ)

wh (1 - sin φ)/(1 + sin φ)

wh (1 - tan φ)/(1 + tan φ)

wh (1 - cos φ)/(1 + sin φ)

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

3 cm to 5 cm

5 cm to 8 cm

12 cm to 15 cm

8 cm to 10 cm

3 cm to 5 cm

5 cm to 8 cm

12 cm to 15 cm

8 cm to 10 cm

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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

Trapezoidal

Rectangular

Triangular

Square

Trapezoidal

Rectangular

Triangular

Square

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Zero

WR²/16

3WR²/16

2WR²/16

Zero

WR²/16

3WR²/16

2WR²/16

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RCC Structures Design

RCC Structures Design If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

RCC Structures Design A circular slab subjected to external loading, deflects to form a

RCC Structures Design If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

RCC Structures Design The thickness of the topping of a ribbed slab, varies between

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 W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

RCC Structures Design
A circular slab subjected to external loading, deflects to form a

RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

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 W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is