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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Vertical shear
Diagonal compression
Diagonal tension

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RCC Structures Design
The advantage of reinforced concrete, is due to

Economy because of less maintenance cost
Fire-resisting and durability
Monolithic character
All 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
30
40
35

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

A parabolic curve
A circular curve
An elliptical curve
A straight line

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

10 mm
6 mm
12 mm
8 mm

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RCC Structures Design
A foundation rests on

Sub-grade
Base of the foundation
Both B and C
Foundation soil

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