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 (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

D = W (a - b)/4a²bq

D = W (a² - b²)/8a²bq

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RCC Structures Design
The effective span of a simply supported slab, is

Distance between the centers of the bearings

Clear span plus effective depth of the slab

Clear distance between the inner faces of the walls plus twice the thickness of the wall

None of these

Distance between the centers of the bearings

Clear span plus effective depth of the slab

Clear distance between the inner faces of the walls plus twice the thickness of the wall

None of these

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

45°

40°

30°

All listed here

45°

40°

30°

All listed here

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

Removal of cracks in the members due to shrinkage

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

All listed here

Its dimensions are not decided from the diagonal tensile stress

Removal of cracks in the members due to shrinkage

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

All listed here

Its dimensions are not decided from the diagonal tensile stress

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

4 cm

12 cm

6 cm

8 cm

4 cm

12 cm

6 cm

8 cm

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RCC Structures Design
The minimum head room over a stair must be

200 cm

230 cm

210 cm

205 cm

200 cm

230 cm

210 cm

205 cm

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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 The effective span of a simply supported slab, is

RCC Structures Design The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

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

RCC Structures Design For stairs spanning horizontally, the minimum waist provided is

RCC Structures Design The minimum head room over a stair must be

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
The effective span of a simply supported slab, is

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

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

RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

RCC Structures Design
The minimum head room over a stair must be