If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a - b)/4a²bq

D = W (a² - b²)/8a²bq

D = W (a² - b²)/4abq

D = W (a² - b²)/4a²bq

D = W (a - b)/4a²bq

D = W (a² - b²)/8a²bq

D = W (a² - b²)/4abq

D = W (a² - b²)/4a²bq

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the depth of actual neutral axis of a doubly reinforced beam

Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously

Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier

All listed here

Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier

Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously

Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier

All listed here

Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

42 diameters from the outer edge of the column

24 diameters from the centre of the column

42 diameters from the centre of the column

42 diameters from the inner edge of the column

42 diameters from the outer edge of the column

24 diameters from the centre of the column

42 diameters from the centre of the column

42 diameters from the inner edge of the column

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.5

1.0

3.0

2.0

1.5

1.0

3.0

2.0

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/60

WL²/90

WL²/30

WL²/15

WL²/60

WL²/90

WL²/30

WL²/15

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

All listed here

Rectangular columns is 4

Octagonal columns is 8

Circular columns is 6

All listed here

Rectangular columns is 4

Octagonal columns is 8

Circular columns is 6

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

RCC Structures Design If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

RCC Structures Design If the depth of actual neutral axis of a doubly reinforced beam

RCC Structures Design Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

RCC Structures Design If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

RCC Structures Design The minimum number of main steel bars provided in R.C.C.

RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

RCC Structures Design
If the depth of actual neutral axis of a doubly reinforced beam

RCC Structures Design
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

RCC Structures Design
The minimum number of main steel bars provided in R.C.C.