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}}{4}

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

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

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

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

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

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

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

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups and inclined bars

Is safe in shear

Needs revision of section

Is safe with stirrups

Is safe with stirrups and inclined bars

Is safe in shear

Needs revision of section

Is safe with stirrups

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

3WR²/16

None of these

WR²/16

2WR²/16

3WR²/16

None of these

WR²/16

2WR²/16

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

8.3 kg/cm²

21.5 kg/cm²

7.6 kg/cm²

21.5 kg/cm²

8.3 kg/cm²

21.5 kg/cm²

7.6 kg/cm²

21.5 kg/cm²

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RCC Structures Design
A foundation rests on

Sub-grade

Base of the foundation

Foundation soil

Both B and C

Sub-grade

Base of the foundation

Foundation soil

Both B and C

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

5.8

8.5

0.87

7.5

5.8

8.5

0.87

7.5

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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. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

RCC Structures Design If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

RCC Structures Design An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

RCC Structures Design A foundation rests on

RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor 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. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

RCC Structures Design
A foundation rests on

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is