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/6

WL/2

WL/4

WL/8

WL/6

WL/2

WL/4

WL/8

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RCC Structures Design
The angle of internal friction of soil mass is the angle whose

Cosine is equal to the ratio of the maximum resistance sliding on any internal inclined plane to the normal pressure acting on the plane

Sine is equal to the ratio of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane

Tangent is equal to the rate of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane

None of these

Cosine is equal to the ratio of the maximum resistance sliding on any internal inclined plane to the normal pressure acting on the plane

Sine is equal to the ratio of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane

Tangent is equal to the rate of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane

None of these

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RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered

Square

Octagonal

Circular

Square with corners chamfered

Square

Octagonal

Circular

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

All listed here

Is free from moisture

Is dry

Is not cohesive

All listed here

Is free from moisture

Is dry

Is not cohesive

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Bent inward at the floor level

Stopped just below the floor level and separate lap bars provided

All of the listed here

Continued up

Bent inward at the floor level

Stopped just below the floor level and separate lap bars provided

All of the listed here

Continued up

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Top of the column

Drop panel

Capital

Supporting end of the column

Top of the column

Drop panel

Capital

Supporting end of the column

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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 The angle of internal friction of soil mass is the angle whose

RCC Structures Design A pre-cast pile generally used, is

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

RCC Structures Design If the size of a column is reduced above the floor, the main bars of the columns, are

RCC Structures Design Enlarged head of a supporting column of a flat slab is technically known as

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
The angle of internal friction of soil mass is the angle whose

RCC Structures Design
A pre-cast pile generally used, is

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

RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as