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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 60
R + 2T = 60
2R + T = 30
R + 2T= 30

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Stress in tension steel equals the stress in compression steel
Compression is resisted by compression steel
Tension is resisted by tension steel
All of the listed here

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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
40
30
35

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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

6 mm
5 mm
7 mm
4 mm

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

12 cm
4 cm
6 cm
8 cm

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d
d + n/3
d - n/3
n

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