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/12 (L - D/3)²

WL/10 (L + 2D/3)²

WL/10 (L - 2D/3)²

WL/12 (L - 2D/3)²

WL/12 (L - D/3)²

WL/10 (L + 2D/3)²

WL/10 (L - 2D/3)²

WL/12 (L - 2D/3)²

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Seven times the diameter

Thrice the diameter

Twice the diameter

Four times the diameter

Seven times the diameter

Thrice the diameter

Twice the diameter

Four times the diameter

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

50

35

30

40

50

35

30

40

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R + T

√(R² + T²)

R - T

T - R

R + T

√(R² + T²)

R - T

T - R

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²

150 kg/cm²

250 kg/cm²

50 kg/cm²

350 kg/cm²

150 kg/cm²

250 kg/cm²

50 kg/cm²

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RCC Structures Design
The spacing of transverse reinforcement of column is decided by the following consideration.

Forty-eight times the diameter of transverse reinforcement

Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column

All listed here

The least lateral dimension of the column

Forty-eight times the diameter of transverse reinforcement

Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column

All listed here

The least lateral dimension of the column

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RCC Structures Design

RCC Structures Design The length of the straight portion of a bar beyond the end of the hook, should be at least

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

RCC Structures Design If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

RCC Structures Design The minimum cube strength of concrete used for a pre-stressed member, is

RCC Structures Design The spacing of transverse reinforcement of column is decided by the following consideration.

RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

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

RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

RCC Structures Design
The spacing of transverse reinforcement of column is decided by the following consideration.