Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Shear force

Distance of the C.G. of the area from its neutral axis

Moment of the beam section about its neutral axis

Area of the section

Shear force

Distance of the C.G. of the area from its neutral axis

Moment of the beam section about its neutral axis

Area of the section

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

30 bar diameters

18 bar diameters

12 bar diameters

24 bar diameters

30 bar diameters

18 bar diameters

12 bar diameters

24 bar diameters

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Shrinkage of concrete

Creep of concrete

Elastic shortening of concrete

All of the listed here

Shrinkage of concrete

Creep of concrete

Elastic shortening of concrete

All of the listed here

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a - b)/4a²bq

D = W (a² - b²)/4a²bq

D = W (a² - b²)/4abq

D = W (a² - b²)/8a²bq

D = W (a - b)/4a²bq

D = W (a² - b²)/4a²bq

D = W (a² - b²)/4abq

D = W (a² - b²)/8a²bq

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RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight

10% of wall weight

7% of wall weight

5% of wall weight

12% of wall weight

10% of wall weight

7% of wall weight

5% of wall weight

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.5 × 10⁻⁵

3.0 × 10⁻⁵

3.0 × 10⁻³

3.0 × 10⁻²

3.5 × 10⁻⁵

3.0 × 10⁻⁵

3.0 × 10⁻³

3.0 × 10⁻²

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RCC Structures Design

RCC Structures Design Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

RCC Structures Design The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

RCC Structures Design After pre-stressing process is completed, a loss of stress is due to

RCC Structures Design If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

RCC Structures Design The weight of a foundation is assumed as

RCC Structures Design As per IS : 1343, total shrinkage for a pre-tensioned beam, is

RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

RCC Structures Design
The weight of a foundation is assumed as

RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is