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

45

35

30

40

45

35

30

40

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RCC Structures Design
The weight of a foundation is assumed as

5% of wall weight

10% of wall weight

7% of wall weight

12% of wall weight

5% of wall weight

10% of wall weight

7% of wall weight

12% of wall weight

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

2h/3

h/4

h/2

h/3

2h/3

h/4

h/2

h/3

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40

30

50

56

40

30

50

56

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/4Sb

l = dt/2Sb

l = dt/Sb

l = dt/3Sb

l = dt/4Sb

l = dt/2Sb

l = dt/Sb

l = dt/3Sb

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

7 mm

6 mm

5 mm

4 mm

7 mm

6 mm

5 mm

4 mm

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RCC Structures Design

RCC Structures Design The weight of a foundation is assumed as

RCC Structures Design Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

RCC Structures Design An R.C.C. column is treated as short column if its slenderness ratio is less than

RCC Structures Design If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

RCC Structures Design If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

RCC Structures Design
The weight of a foundation is assumed as

RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than