An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

RCC Structures Design
An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

Triangular load of the wall

Triangular load + load from the roof

UDL of wall + load from the roof

UDL of wall

Triangular load of the wall

Triangular load + load from the roof

UDL of wall + load from the roof

UDL of wall

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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

Forty-eight times the diameter of transverse reinforcement

The least lateral dimension of the column

All listed here

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

Forty-eight times the diameter of transverse reinforcement

The least lateral dimension of the column

All listed here

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RCC Structures Design
The neutral axis of a T-beam exists

Below the slab

At the bottom edge of the slab

Within the flange

All listed here

Below the slab

At the bottom edge of the slab

Within the flange

All listed here

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

150 cm

50 cm

100 cm

200 cm

150 cm

50 cm

100 cm

200 cm

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Cantilever beam

Continuous beam

None of these

Simply supported beam

Cantilever beam

Continuous beam

None of these

Simply supported beam

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

All listed here

Removal of cracks in the members due to shrinkage

Its dimensions are not decided from the diagonal tensile stress

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

All listed here

Removal of cracks in the members due to shrinkage

Its dimensions are not decided from the diagonal tensile stress

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

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RCC Structures Design

RCC Structures Design An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

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

RCC Structures Design The neutral axis of a T-beam exists

RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

RCC Structures Design If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

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

RCC Structures Design
An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

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

RCC Structures Design
The neutral axis of a T-beam exists

RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

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