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}}{8}

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

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

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

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

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

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

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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

WL²/60

WL²/30

WL²/90

WL²/15

WL²/60

WL²/30

WL²/90

WL²/15

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is dry

Is not cohesive

All listed here

Is free from moisture

Is dry

Is not cohesive

All listed here

Is free from moisture

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here

Tension is resisted by tension steel

Compression is resisted by compression steel

Stress in tension steel equals the stress in compression steel

All of the listed here

Tension is resisted by tension steel

Compression is resisted by compression steel

Stress in tension steel equals the stress in compression steel

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Thrice the diameter

Five times the diameter

Four times the diameter

Twice the diameter

Thrice the diameter

Five times the diameter

Four times the diameter

Twice the diameter

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine Grashoff formula

Rankine formula

Grashoff formula

Marcus formula

Rankine Grashoff formula

Rankine formula

Grashoff formula

Marcus formula

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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 The design of a retaining wall assumes that the retained earth

RCC Structures Design According to the steel beam theory of doubly reinforced beams

RCC Structures Design The radius of a bar bend to form a hook, should not be less than

RCC Structures Design Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made 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
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
The design of a retaining wall assumes that the retained earth

RCC Structures Design
According to the steel beam theory of doubly reinforced beams

RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by