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}}{8}

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

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

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

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

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

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

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

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RCC Structures Design
An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

UDL of wall

UDL of wall + load from the roof

Triangular load + load from the roof

Triangular load of the wall

UDL of wall

UDL of wall + load from the roof

Triangular load + load from the roof

Triangular load of the wall

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RCC Structures Design
For a ribbed slab

Width of the rib shall not be less than 7.5 cm

All listed here

Overall depth of the slab shall not exceed four times the breadth of the rib

Clear spacing between ribs shall not be greater than 4.5 cm

Width of the rib shall not be less than 7.5 cm

All listed here

Overall depth of the slab shall not exceed four times the breadth of the rib

Clear spacing between ribs shall not be greater than 4.5 cm

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Least of the above

One-sixth of the effective span

Breadth of the rib + four times thickness of the slab

Breadth of the rib + half clear distance between ribs

Least of the above

One-sixth of the effective span

Breadth of the rib + four times thickness of the slab

Breadth of the rib + half clear distance between ribs

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Elastic shortening of concrete

All of the listed here

Shrinkage of concrete

Creep of concrete

Elastic shortening of concrete

All of the listed here

Shrinkage of concrete

Creep of concrete

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16

8

10

12

16

8

10

12

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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 An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

RCC Structures Design For a ribbed slab

RCC Structures Design The width of the flange of a L-beam, should be less than

RCC Structures Design After pre-stressing process is completed, a loss of stress is due to

RCC Structures Design The maximum ratio of span to depth of a cantilever slab, 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. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

RCC Structures Design
For a ribbed slab

RCC Structures Design
The width of the flange of a L-beam, should be less than

RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is