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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
A higher modular ratio shows

lower tensile strength of steel
lower compressive strength of concrete
higher compressive strength of con-crete
higher tensile strength of steel

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Concrete Technology and Design of Concrete Structures
For walls, columns and vertical faces of all structural members, the form work is generally removed after

14 days
3 days
24 to 48 hours
7 days

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

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

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Concrete Technology and Design of Concrete Structures
Critical section for shear in case of flat slabs is at a distance of

effective depth of slab from periphery of column/drop panel
at the periphery of column
at the drop panel of slab
d/2 from periphery of column/capital/ drop panel

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Concrete Technology and Design of Concrete Structures
In order to obtain the best workability of concrete, the preferred shape of aggregate is

elongated
angular
rounded
All of these

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

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