If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L + 2D/3)²

WL/12 (L - D/3)²

WL/12 (L - 2D/3)²

WL/10 (L - 2D/3)²

WL/10 (L + 2D/3)²

WL/12 (L - D/3)²

WL/12 (L - 2D/3)²

WL/10 (L - 2D/3)²

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

10

25

20

15

10

25

20

15

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40

30

50

56

40

30

50

56

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter

Thrice the diameter

Twice the diameter

Four times the diameter

Five times the diameter

Thrice the diameter

Twice the diameter

Four times the diameter

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

10

20

25

15

10

20

25

15

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be more at the edges of the foundation

Be uniform

Not be uniform

Be zero at the centre of the foundation

Be more at the edges of the foundation

Be uniform

Not be uniform

Be zero at the centre of the foundation

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RCC Structures Design

RCC Structures Design A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

RCC Structures Design An R.C.C. column is treated as short column if its slenderness ratio is less than

RCC Structures Design The radius of a bar bend to form a hook, should not be less than

RCC Structures Design For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

RCC Structures Design On an absolutely rigid foundation base, the pressure will

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

RCC Structures Design
On an absolutely rigid foundation base, the pressure will