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}}{10}

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

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

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

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

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

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/15

WL²/60

WL²/90

WL²/30

WL²/15

WL²/60

WL²/90

WL²/30

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

20

25

10

15

20

25

10

15

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RCC Structures Design
In a singly reinforced beam

Compression is borne entirely by concrete

Steel possesses initial stresses when embedded in concrete

Plane sections transverse to the centre line of the beam before bending remain plane after bending

Elastic moduli for concrete and steel have different values within the limits of deformation of the beam

Compression is borne entirely by concrete

Steel possesses initial stresses when embedded in concrete

Plane sections transverse to the centre line of the beam before bending remain plane after bending

Elastic moduli for concrete and steel have different values within the limits of deformation of the beam

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A circular curve

A straight line

A parabolic curve

An elliptical curve

A circular curve

A straight line

A parabolic curve

An elliptical curve

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a² - b²)/4a²bq

D = W (a - b)/4a²bq

D = W (a² - b²)/8a²bq

D = W (a² - b²)/4abq

D = W (a² - b²)/4a²bq

D = W (a - b)/4a²bq

D = W (a² - b²)/8a²bq

D = W (a² - b²)/4abq

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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 A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

RCC Structures Design A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

RCC Structures Design In a singly reinforced beam

RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows:

RCC Structures Design If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, 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 pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

RCC Structures Design
In a singly reinforced beam

RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is