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/4

WL/6

WL/2

WL/8

WL/4

WL/6

WL/2

WL/8

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.1 m

4.0 m

4.5 m

4.7 m

4.1 m

4.0 m

4.5 m

4.7 m

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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}}{4}

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

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

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

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

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

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

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be more at the edges of the foundation

Be uniform

Be zero at the centre of the foundation

Not be uniform

Be more at the edges of the foundation

Be uniform

Be zero at the centre of the foundation

Not be uniform

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RCC Structures Design
In a beam the local bond stress Sb, is equal to

Leaver arm/(Bending moment × Total perimeter of reinforcement)

Total perimeter of reinforcement/(Leaver arm × Shear force)

Leaver arm/(Shear force × Total perimeter of reinforcement)

Shear force/(Leaver arm × Total perimeter of reinforcement)

Leaver arm/(Bending moment × Total perimeter of reinforcement)

Total perimeter of reinforcement/(Leaver arm × Shear force)

Leaver arm/(Shear force × Total perimeter of reinforcement)

Shear force/(Leaver arm × Total perimeter of reinforcement)

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

A point of zero shear force

More loaded column

Less loaded column

A point of the maximum shear force

A point of zero shear force

More loaded column

Less loaded column

A point of the maximum shear force

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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 the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

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 On an absolutely rigid foundation base, the pressure will

RCC Structures Design In a beam the local bond stress Sb, is equal to

RCC Structures Design In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

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 the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

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
On an absolutely rigid foundation base, the pressure will

RCC Structures Design
In a beam the local bond stress Sb, is equal to

RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at