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

Area of the section

Moment of the beam section about its neutral axis

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

Shear force

Area of the section

Moment of the beam section about its neutral axis

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

Shear force

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Parabolic with convexity downward

Parabolic with convexity upward

Straight above centroidal axis

Straight below centroidal axis

Parabolic with convexity downward

Parabolic with convexity upward

Straight above centroidal axis

Straight below centroidal axis

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress

All listed here

Shrinkage stress

Load

Temperature stress

All listed here

Shrinkage stress

Load

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.5

0.6

0.4

0.7

0.5

0.6

0.4

0.7

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/5

b/3

b/4

b/6

b/5

b/3

b/4

b/6

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh² [(1 - sin φ)/3(1 + sin φ)]

wh² [(1 - sin φ)/2(1 + sin φ)]

wh² [(1 - sin φ)/(1 + sin φ)]

wh [(1 - sin φ)/(1 + sin φ)]

wh² [(1 - sin φ)/3(1 + sin φ)]

wh² [(1 - sin φ)/2(1 + sin φ)]

wh² [(1 - sin φ)/(1 + sin φ)]

wh [(1 - sin φ)/(1 + sin φ)]

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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 the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

RCC Structures Design Distribution reinforcement in a simply supported slab, is provided to distribute

RCC Structures Design If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

RCC Structures Design To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

RCC Structures Design Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, 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 the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is