The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

35

25

40

30

35

25

40

30

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 25 mm or diameter

Greater of 40 mm or diameter

Smaller of 40 mm or diameter

Smaller of 25 mm or diameter

Greater of 25 mm or diameter

Greater of 40 mm or diameter

Smaller of 40 mm or diameter

Smaller of 25 mm or diameter

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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 = 0.775 √a

D = 0.775 a

D = 0.0775 a

D = 0.775 a²

D = 0.775 √a

D = 0.775 a

D = 0.0775 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}}{12}

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

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

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

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

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

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

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

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RCC Structures Design
A pre-stressed concrete member is preferred because

Its dimensions are not decided from the diagonal tensile stress

Large size of long beams carrying large shear force need not be adopted

Removal of cracks in the members due to shrinkage

All listed here

Its dimensions are not decided from the diagonal tensile stress

Large size of long beams carrying large shear force need not be adopted

Removal of cracks in the members due to shrinkage

All listed here

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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

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

Three-fourth of the width of the slab

Four-fifth of the width of the slab

Half of the width of the slab

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RCC Structures Design

RCC Structures Design The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

RCC Structures Design The minimum clear cover for R.C.C. columns shall be

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 A pre-stressed concrete member is preferred because

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
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

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
A pre-stressed concrete member is preferred because

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