An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

45°

55°

35°

25°

45°

55°

35°

25°

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
Based on punching shear consideration, the overall depth of a combined footing under a column A, is

(Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column)

(Area of the column A × Safe punching stress)/Load on column A

None of these

(Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column)

(Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column)

(Area of the column A × Safe punching stress)/Load on column A

None of these

(Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column)

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

A point of zero shear force

A point of the maximum shear force

More loaded column

Less loaded column

A point of zero shear force

A point of the maximum shear force

More loaded column

Less loaded column

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

2.5 diameters

3.5 diameters

3 diameters

One diameter

2.5 diameters

3.5 diameters

3 diameters

One diameter

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The advantage of reinforced concrete, is due to

Monolithic character

All listed here

Fire-resisting and durability

Economy because of less maintenance cost

Monolithic character

All listed here

Fire-resisting and durability

Economy because of less maintenance cost

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

15

25

20

10

15

25

20

10

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

RCC Structures Design An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

RCC Structures Design Based on punching shear consideration, the overall depth of a combined footing under a column A, is

RCC Structures Design In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

RCC Structures Design The advantage of reinforced concrete, is due to

RCC Structures Design For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

RCC Structures Design
Based on punching shear consideration, the overall depth of a combined footing under a column A, is

RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

RCC Structures Design
The advantage of reinforced concrete, is due to

RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to