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

ANSWER DOWNLOAD EXAMIANS APP

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

Simply supported beam

None of these

Continuous beam

Cantilever beam

Simply supported beam

None of these

Continuous beam

Cantilever beam

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The width of the flange of a L-beam, should be less than

Least of the above

One-sixth of the effective span

Breadth of the rib + four times thickness of the slab

Breadth of the rib + half clear distance between ribs

Least of the above

One-sixth of the effective span

Breadth of the rib + four times thickness of the slab

Breadth of the rib + half clear distance between ribs

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

41,200 kg

4,120 kg

None of these

412,000 kg

41,200 kg

4,120 kg

None of these

412,000 kg

ANSWER DOWNLOAD EXAMIANS APP

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

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

4 %

1

6

0.15 %

4 %

1

6

0.15 %

ANSWER DOWNLOAD EXAMIANS APP

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 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 The width of the flange of a L-beam, should be less than

RCC Structures Design A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

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

RCC Structures Design The maximum area of tension reinforcement in beams shall not exceed

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
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
The width of the flange of a L-beam, should be less than

RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

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

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed