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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
When shear stress exceeds the permissible limit in a slab, then it is reduced by

Using thinner bars but more in number
Providing shear reinforcement
Using high strength steel
Increasing the depth

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Concrete Technology and Design of Concrete Structures
The depth of footing for an isolated column is governed byi) maximum bending momentii) shear forceiii) punching shear The correct answer is

(i), (ii) and (iii)
(i) and (iii)
only (i)
(i) and (ii)

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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
0.57 fy
0.37 fy
0.67 fy

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Concrete Technology and Design of Concrete Structures
If the permissible stress in steel in tension is 140 N/mm², then the depth of neutral axis for a singly reinforced rectangular balanced section will be

dependent on grade of concrete also
0.40 d
0.35 d
0.45 d

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Concrete Technology and Design of Concrete Structures
In T-shaped R C. retaining walls, the main reinforcement in the stem is provided on

the inner face in both directions
the front face in both directions
the front face in one direction
the inner face in one direction

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Concrete Technology and Design of Concrete Structures
While designing the pile as a column, the end conditions are nearly

both ends fixed
one end fixed and other end free
both ends hinged
one end fixed and other end hinged

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