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RCC Structures Design

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
45°
55°
35°

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RCC Structures Design
A pre-stressed concrete member

Is made of reinforced concrete
Is made of concrete
Is stressed after casting
Possesses internal stresses

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

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

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc[A + (m - 1)Asc]
σc(A - Asc) + m σcAsc
σcAc + m σcAsc
All listed here

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/36 for interior panels without drop
L/32 for end panels without drops
L/36 for end panels without drops
All listed here

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

All of these
Resist the temperature stresses
Distribute the load
Resist the shrinkage stress

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