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}}{10}

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

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

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

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

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

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

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

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Continuous beam

Cantilever beam

None of these

Simply supported beam

Continuous beam

Cantilever beam

None of these

Simply supported beam

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

11 mm

10 mm

12 mm

15 mm

11 mm

10 mm

12 mm

15 mm

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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

Clear spacing between ribs shall not be greater than 4.5 cm

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

Width of the rib shall not be less than 7.5 cm

All listed here

Clear spacing between ribs shall not be greater than 4.5 cm

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

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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

10

25

20

15

10

25

20

15

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/6

WL/8

WL/4

WL/2

WL/6

WL/8

WL/4

WL/2

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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 If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

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

RCC Structures Design For a ribbed slab

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 If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

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
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

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

RCC Structures Design
For a ribbed slab

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
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment