For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

25

10

15

20

25

10

15

20

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RCC Structures Design
A very comfortable type of stairs is

Dog legged

Open newel

Geometrical

Straight

Dog legged

Open newel

Geometrical

Straight

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40

35

45

30

40

35

45

30

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.0775 a

D = 0.775 √a

D = 0.775 a

D = 0.775 a²

D = 0.0775 a

D = 0.775 √a

D = 0.775 a

D = 0.775 a²

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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}}{10}

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

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

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

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

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

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

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

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm

12 mm

11 mm

15 mm

10 mm

12 mm

11 mm

15 mm

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RCC Structures Design

RCC Structures Design For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

RCC Structures Design A very comfortable type of stairs is

RCC Structures Design If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing 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 The diameter of main bars in R.C.C. columns, shall not be less than

RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

RCC Structures Design
A very comfortable type of stairs is

RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing 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
The diameter of main bars in R.C.C. columns, shall not be less than