An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°

45°

35°

55°

25°

45°

35°

55°

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

The least lateral dimension of the column

Forty-eight times the diameter of transverse reinforcement

All listed here

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

The least lateral dimension of the column

Forty-eight times the diameter of transverse reinforcement

All listed here

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

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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

0.6

0.7

0.5

0.4

0.6

0.7

0.5

0.4

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

8 cm to 10 cm

12 cm to 15 cm

6 cm to 7.5 cm

10 cm to 12 cm

8 cm to 10 cm

12 cm to 15 cm

6 cm to 7.5 cm

10 cm to 12 cm

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

0.87

7.5

5.8

8.5

0.87

7.5

5.8

8.5

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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}}{4}

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

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

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

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

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

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

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

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RCC Structures Design

RCC Structures Design An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

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

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 breadth of a ribbed slab containing two bars must be between

RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor 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
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

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

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 breadth of a ribbed slab containing two bars must be between

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

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