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

0.4

0.5

0.6

0.7

0.4

0.5

0.6

0.7

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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
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

bn (fc/2) (d - n/3)

Atft (d - n/3)

½ n₁ (1 - n₁/3) cbd²

All listed here

bn (fc/2) (d - n/3)

Atft (d - n/3)

½ n₁ (1 - n₁/3) cbd²

All listed here

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Capital

None of these

Column head

Drop panel

Capital

None of these

Column head

Drop panel

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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

3.0

1.0

2.0

1.5

3.0

1.0

2.0

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

\frac{w l^{2}}{8}

\frac{w l^{2}}{10}

\frac{w l^{2}}{4}

\frac{w l^{2}}{12}

$\frac{w l^{2}}{8}$

$\frac{w l^{2}}{10}$

$\frac{w l^{2}}{4}$

$\frac{w l^{2}}{12}$

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RCC Structures Design

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

RCC Structures Design A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

RCC Structures Design Thickened part of a flat slab over its supporting column, is technically known as

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 If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

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

RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

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
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as