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)/2] h

(p₁ - p₂) ⅔h

[(p₁ + p₂)/4] h

[(p₁ - p₂)/2] h

[(p₁ + p₂)/2] h

(p₁ - p₂) ⅔h

[(p₁ + p₂)/4] h

[(p₁ - p₂)/2] h

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

55°

45°

35°

25°

55°

45°

35°

25°

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

6 cm to 7.5 cm

12 cm to 15 cm

10 cm to 12 cm

8 cm to 10 cm

6 cm to 7.5 cm

12 cm to 15 cm

10 cm to 12 cm

8 cm to 10 cm

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

A circular curve

A parabolic curve

An elliptical curve

A straight line

A circular curve

A parabolic curve

An elliptical curve

A straight line

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RCC Structures Design
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

Are bent up at suitable places to serve as shear reinforcement

Are maintained at bottom to provide at least local bond stress

Are bent down at suitable places to serve as shear reinforcement

Are curtailed if not required to resist the bending moment

Are bent up at suitable places to serve as shear reinforcement

Are maintained at bottom to provide at least local bond stress

Are bent down at suitable places to serve as shear reinforcement

Are curtailed if not required to resist the bending moment

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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/4). (ft .d/fb)

π ft .d²/fb

ft .d/4fb

(π/4). (ft .d3/fb)

(π/4). (ft .d/fb)

π ft .d²/fb

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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 An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

RCC Structures Design The breadth of a ribbed slab containing two bars must be between

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

RCC Structures Design Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

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
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
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

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

RCC Structures Design
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

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