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

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

Shear force

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Magnel-Blaton system

C.L. standard system

Freyssinet system

Lee-McCall system

Magnel-Blaton system

C.L. standard system

Freyssinet system

Lee-McCall system

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

25

30

35

40

25

30

35

40

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

75 kg/m²

200 kg/m²

150 kg/cm²

Nil

75 kg/m²

200 kg/m²

150 kg/cm²

Nil

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RCC Structures Design
In a beam the local bond stress Sb, is equal to

Leaver arm/(Bending moment × Total perimeter of reinforcement)

Leaver arm/(Shear force × Total perimeter of reinforcement)

Shear force/(Leaver arm × Total perimeter of reinforcement)

Total perimeter of reinforcement/(Leaver arm × Shear force)

Leaver arm/(Bending moment × Total perimeter of reinforcement)

Leaver arm/(Shear force × Total perimeter of reinforcement)

Shear force/(Leaver arm × Total perimeter of reinforcement)

Total perimeter of reinforcement/(Leaver arm × Shear force)

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

All listed here

A rib

A key

A cut-off wall

All listed here

A rib

A key

A cut-off wall

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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 system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

RCC Structures Design The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

RCC Structures Design The live load to be considered for an inaccessible roof, is

RCC Structures Design In a beam the local bond stress Sb, is equal to

RCC Structures Design In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

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 system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

RCC Structures Design
The live load to be considered for an inaccessible roof, is

RCC Structures Design
In a beam the local bond stress Sb, is equal to

RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as