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/6

WL/8

WL/4

WL/2

WL/6

WL/8

WL/4

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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

4.5 m

4.7 m

4.0 m

4.1 m

4.5 m

4.7 m

4.0 m

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

20

25

15

10

20

25

15

10

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Radius of the column

Half the width of the panel

Diameter of the column

One-fourth the width of the panel

Radius of the column

Half the width of the panel

Diameter of the column

One-fourth the width of the panel

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Neutral axis of the beam

Tensile reinforcement

Longitudinal central axis

Tensile edge

Neutral axis of the beam

Tensile reinforcement

Longitudinal central axis

Tensile edge

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends

Increased at the centre of the beam

Kept constant throughout the length

Decreased towards the centre of the beam

Increased at the ends

Increased at the centre of the beam

Kept constant throughout the length

Decreased towards the centre of the beam

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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 For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

RCC Structures Design The effective width of a column strip of a flat slab, is

RCC Structures Design In a singly reinforced beam, the effective depth is measured from its compression edge to

RCC Structures Design Spacing of stirrups in a rectangular beam, 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 the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

RCC Structures Design
The effective width of a column strip of a flat slab, is

RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

RCC Structures Design
Spacing of stirrups in a rectangular beam, is