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

40

30

45

35

40

30

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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

4.0 m

4.1 m

4.7 m

4.5 m

4.0 m

4.1 m

4.7 m

4.5 m

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

5 mm

6 mm

4 mm

7 mm

5 mm

6 mm

4 mm

7 mm

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RCC Structures Design
Based on punching shear consideration, the overall depth of a combined footing under a column A, is

(Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column)

(Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column)

None of these

(Area of the column A × Safe punching stress)/Load on column A

(Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column)

(Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column)

None of these

(Area of the column A × Safe punching stress)/Load on column A

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Shrinkage stress

Load

Temperature stress

All listed here

Shrinkage stress

Load

Temperature stress

All listed here

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/24

WL²/47

WL/8

WL²/16

WL²/24

WL²/47

WL/8

WL²/16

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RCC Structures Design

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 The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

RCC Structures Design Based on punching shear consideration, the overall depth of a combined footing under a column A, is

RCC Structures Design Distribution reinforcement in a simply supported slab, is provided to distribute

RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

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
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

RCC Structures Design
Based on punching shear consideration, the overall depth of a combined footing under a column A, is

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is