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
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P sin θ

W - 2P cos θ

W - P sin θ

W - P cos θ

W - 2P sin θ

W - 2P cos θ

W - P sin θ

W - P cos θ

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

√(R² + T²)

R + T

T - R

R - T

√(R² + T²)

R + T

T - R

R - T

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

20 cm

5 cm

10 cm

15 cm

20 cm

5 cm

10 cm

15 cm

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RCC Structures Design
The spacing of transverse reinforcement of column is decided by the following consideration.

Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column

All listed here

Forty-eight times the diameter of transverse reinforcement

The least lateral dimension of the column

Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column

All listed here

Forty-eight times the diameter of transverse reinforcement

The least lateral dimension of the column

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

24 mm diameter

18 mm diameter

30 mm diameter

36 mm diameter

24 mm diameter

18 mm diameter

30 mm diameter

36 mm diameter

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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 In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

RCC Structures Design If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

RCC Structures Design If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

RCC Structures Design The spacing of transverse reinforcement of column is decided by the following consideration.

RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than

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
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

RCC Structures Design
The spacing of transverse reinforcement of column is decided by the following consideration.

RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than