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 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/2

WL/4

WL/8

WL/6

WL/2

WL/4

WL/8

WL/6

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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}}{10}

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

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

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

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

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

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

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

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Elastic shortening of concrete

Creep of concrete

Shrinkage of concrete

All of the listed here

Elastic shortening of concrete

Creep of concrete

Shrinkage of concrete

All of the listed here

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RCC Structures Design
The width of the flange of a T-beam should be less than

One-third of the effective span of the T-beam

Distance between the centers of T-beam

Least of the above

Breadth of the rib plus twelve times the thickness of the slab

One-third of the effective span of the T-beam

Distance between the centers of T-beam

Least of the above

Breadth of the rib plus twelve times the thickness of the slab

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

w (1 - cos φ)/h (1 + sin φ)

wh (1 - sin φ)/(1 + sin φ)

wh (1 - tan φ)/(1 + tan φ)

wh (1 - cos φ)/(1 + sin φ)

w (1 - cos φ)/h (1 + sin φ)

wh (1 - sin φ)/(1 + sin φ)

wh (1 - tan φ)/(1 + tan φ)

wh (1 - cos φ)/(1 + sin φ)

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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

21.5 kg/cm²

8.3 kg/cm²

7.6 kg/cm²

21.5 kg/cm²

8.3 kg/cm²

7.6 kg/cm²

21.5 kg/cm²

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RCC Structures Design

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 After pre-stressing process is completed, a loss of stress is due to

RCC Structures Design The width of the flange of a T-beam should be less than

RCC Structures Design If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 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
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
After pre-stressing process is completed, a loss of stress is due to

RCC Structures Design
The width of the flange of a T-beam should be less than

RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 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