If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Zero

WR²/16

3WR²/16

2WR²/16

Zero

WR²/16

3WR²/16

2WR²/16

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Flight

Tread

Rise

Winder

Flight

Tread

Rise

Winder

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

28 d

58 d

38 d

48 d

28 d

58 d

38 d

48 d

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Capital

Drop panel

None of these

Column head

Capital

Drop panel

None of these

Column head

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b + a)/8

M = pb (c - a)/4

M = pb (b + a)/8

M = pb (b - a)²/4

M = pb (b - a)²/8

M = pb (b + a)/8

M = pb (c - a)/4

M = pb (b + a)/8

M = pb (b - a)²/4

M = pb (b - a)²/8

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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}}{8}

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

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

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

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

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

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

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RCC Structures Design

RCC Structures Design If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

RCC Structures Design The horizontal portion of a step in a stairs case, is known as

RCC Structures Design If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

RCC Structures Design Thickened part of a flat slab over its supporting column, is technically known as

RCC Structures Design If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

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 W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

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