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)/4a²bq

D = W (a² - b²)/4abq

D = W (a² - b²)/8a²bq

D = W (a - b)/4a²bq

D = W (a² - b²)/4a²bq

D = W (a² - b²)/4abq

D = W (a² - b²)/8a²bq

D = W (a - b)/4a²bq

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RCC Structures Design
The number of treads in a flight is equal to

Risers in the flight

None of these

Risers minus one

Risers plus one

Risers in the flight

None of these

Risers minus one

Risers plus one

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RCC Structures Design
As the percentage of steel increases

Depth of neutral axis increases

Lever arm decreases

Lever arm increases

Depth of neutral axis decreases

Depth of neutral axis increases

Lever arm decreases

Lever arm increases

Depth of neutral axis decreases

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.5

0.7

0.4

0.6

0.5

0.7

0.4

0.6

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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

25

15

10

20

25

15

10

20

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/3jdƩO

Q/2jdƩO

Q/jdƩO

2 × Q/jdƩO

Q/3jdƩO

Q/2jdƩO

Q/jdƩO

2 × Q/jdƩO

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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 number of treads in a flight is equal to

RCC Structures Design As the percentage of steel increases

RCC Structures Design If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

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 If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, 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

RCC Structures Design
The number of treads in a flight is equal to

RCC Structures Design
As the percentage of steel increases

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

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
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is