A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40

35

45

30

40

35

45

30

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

6 legged

10 legged

12 legged

8 legged

6 legged

10 legged

12 legged

8 legged

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

15 %

20 %

10 %

25 %

15 %

20 %

10 %

25 %

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.207 L

0.107 L

0.407 L

0.307 L

0.207 L

0.107 L

0.407 L

0.307 L

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A parabolic curve

A straight line

An elliptical curve

A circular curve

A parabolic curve

A straight line

An elliptical curve

A circular curve

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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

15

10

25

20

15

10

25

20

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RCC Structures Design

RCC Structures Design In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

RCC Structures Design By over-reinforcing a beam, the moment of resistance can be increased not more than

RCC Structures Design To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows:

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
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

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