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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Rise
Tread
Winder
Flight

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

P/A
2A/P
A/P
P/2A

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

100 cm
150 cm
200 cm
50 cm

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Smaller of 25 mm or diameter
Greater of 25 mm or diameter
Smaller of 40 mm or diameter
Greater of 40 mm or diameter

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

All listed here
Balanced section
Critical section
Economic section

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RCC Structures Design
The load stress of a section can be reduced by

Replacing larger bars by greater number of small bars
Decreasing the lever arm
Increasing the total perimeter of bars
Replacing smaller bars by greater number of greater bars

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