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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The design yield stress of steel according to IS: 456-1978 is (where fy is the characteristic yield strength of steel)

0.87 fy
0.37 fy
0.67 fy
0.57 fy

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Concrete Technology and Design of Concrete Structures
According to IS : 456- 1978, minimum slenderness ratio for a short column is

less than 12
more than 24
less than 18
between 18 and 24

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Concrete Technology and Design of Concrete Structures
The average permissible stress in bond for plain bars in tension is

increased by 10% for bars in compression
increased by 25% for bars in compression
decreased by 25% for bars in compression
decreased by 10% for bars in compression

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Concrete Technology and Design of Concrete Structures
A T-shaped retaining wall mainly conssits of

one cantilever
three cantilevers
two cantilevers
four cantilevers

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Concrete Technology and Design of Concrete Structures
In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively

both tensile
both compressive
compressive and tensile
tensile and compressive

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Concrete Technology and Design of Concrete Structures
The load factors for live load and dead load are taken respectively as

2.2 and 2.2
1.5 and 1.5
2.2 and 1.5
1.5 and 2.2

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