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

Moment of the beam section about its neutral axis

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

Area of the section

Shear force

Moment of the beam section about its neutral axis

Distance of the C.G. of the area from 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

12 bar diameters

18 bar diameters

24 bar diameters

30 bar diameters

12 bar diameters

18 bar diameters

24 bar diameters

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Continued up

All of the listed here

Stopped just below the floor level and separate lap bars provided

Bent inward at the floor level

Continued up

All of the listed here

Stopped just below the floor level and separate lap bars provided

Bent inward at the floor level

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RCC Structures Design
A pre-stressed concrete member is preferred because

Large size of long beams carrying large shear force need not be adopted

Removal of cracks in the members due to shrinkage

All listed here

Its dimensions are not decided from the diagonal tensile stress

Large size of long beams carrying large shear force need not be adopted

Removal of cracks in the members due to shrinkage

All listed here

Its dimensions are not decided from the diagonal tensile stress

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete but high tensile steel

High strength concrete only

Low strength concrete only

High strength concrete and high tensile steel

Low strength concrete but high tensile steel

High strength concrete only

Low strength concrete only

High strength concrete and high tensile steel

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

5 cm to 8 cm

8 cm to 10 cm

12 cm to 15 cm

3 cm to 5 cm

5 cm to 8 cm

8 cm to 10 cm

12 cm to 15 cm

3 cm to 5 cm

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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 If the size of a column is reduced above the floor, the main bars of the columns, are

RCC Structures Design A pre-stressed concrete member is preferred because

RCC Structures Design In a pre-stressed member it is advisable to use

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

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
If the size of a column is reduced above the floor, the main bars of the columns, are

RCC Structures Design
A pre-stressed concrete member is preferred because

RCC Structures Design
In a pre-stressed member it is advisable to use

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