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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The permissible diagonal tensile stress in reinforced brick work is

about 1.0 N/mm²
0.3 N/mm² to 0.7 N/mm²
about 0.1 N/mm²
zero

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Concrete Technology and Design of Concrete Structures
The fineness modulus of fine aggregate is in the range of

5.0 to 7.0
6.0 to 8.5
2.0 to 3.5
3.5 to 5.0

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Concrete Technology and Design of Concrete Structures
The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of (where xu is the depth of neutral axis at the limit state of collapse)

0.573 xu
0.367 xu
0.416 xu
0.446 xu

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Concrete Technology and Design of Concrete Structures
Finer grinding of cement

affects only the ultimate strength
does not affect the strength
both (a) and (b)
affects only the early development of strength

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Concrete Technology and Design of Concrete Structures
For a reinforced concrete section, the shape of shear stress diagram is

parabolic above neutral axis and rectangular below neutral axis
rectangular above neutral axis and parabolic below neutral axis
wholly rectangular
wholly parabolic

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Concrete Technology and Design of Concrete Structures
In counterfort retaining walls, the main reinforcement in the stem at support is

Provided only on front face
Not provided
Provided both on inner and front faces
Provided only on inner face

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