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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
For a simply supported beam of span 15m, the minimum effective depth to satisfy the vertical deflection limits should be

750 mm
600 mm
900 mm
more than 1 m

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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)

0.67 fy
0.57 fy
0.37 fy
0.87 fy

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Concrete Technology and Design of Concrete Structures
In a counterfort retaining wall, the main reinforcement is provided on the i) bottom face in front counterfort ii) inclined face in front counterfort iii) bottom face in back counterfort iv) inclined face in back counterEort The correct answer is

(iii) and (iv)
(i) and (iv)
(i) and (ii),
(ii) and (iii)

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Concrete Technology and Design of Concrete Structures
The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on

both top and bottom faces perpendicular to wall
None of these
top face perpendicular to wall
bottom face perpendicular to wall

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

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

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

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