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

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}}{12}

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

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

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

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

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

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

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

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Increased gradually towards the edge

Kept uniform throughout

Kept zero at the edge

Decreased gradually towards the edge

Increased gradually towards the edge

Kept uniform throughout

Kept zero at the edge

Decreased gradually towards the edge

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

200 kg/cm²

400 kg/cm²

300 kg/cm²

100 kg/cm²

200 kg/cm²

400 kg/cm²

300 kg/cm²

100 kg/cm²

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

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

Forty-eight times the diameter of transverse reinforcement

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

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

12 cm to 15 cm

3 cm to 5 cm

8 cm to 10 cm

5 cm to 8 cm

12 cm to 15 cm

3 cm to 5 cm

8 cm to 10 cm

5 cm to 8 cm

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RCC Structures Design
According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is

Three-fourth of the width of the slab

Four-fifth of the width of the slab

Half of the width of the slab

Two-third of the width of the slab

Three-fourth of the width of the slab

Four-fifth of the width of the slab

Half of the width of the slab

Two-third of the width of the slab

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RCC Structures Design

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 To ensure uniform pressure distribution, the thickness of the foundation, is

RCC Structures Design In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

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

RCC Structures Design The thickness of the topping of a ribbed slab, varies between

RCC Structures Design According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, 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
To ensure uniform pressure distribution, the thickness of the foundation, is

RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

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

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

RCC Structures Design
According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is