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

Area of the section

Moment of the beam section about its neutral axis

Shear force

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

Area of the section

Moment of the beam section about its neutral axis

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

3WR²/16

WR²/16

2WR²/16

None of these

3WR²/16

WR²/16

2WR²/16

None of these

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

Are bent down at suitable places to serve as shear reinforcement

Are bent up at suitable places to serve as shear reinforcement

Are curtailed if not required to resist the bending moment

Are maintained at bottom to provide at least local bond stress

Are bent down at suitable places to serve as shear reinforcement

Are bent up at suitable places to serve as shear reinforcement

Are curtailed if not required to resist the bending moment

Are maintained at bottom to provide at least local bond stress

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Top of the column

Drop panel

Capital

Supporting end of the column

Top of the column

Drop panel

Capital

Supporting end of the column

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

6 legged

8 legged

10 legged

12 legged

6 legged

8 legged

10 legged

12 legged

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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)/4] h

[(p₁ - p₂)/2] h

(p₁ - p₂) ⅔h

[(p₁ + p₂)/2] h

[(p₁ + p₂)/4] h

[(p₁ - p₂)/2] h

(p₁ - p₂) ⅔h

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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 If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

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

RCC Structures Design Enlarged head of a supporting column of a flat slab is technically known as

RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

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
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
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

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

RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

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