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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Normally prestressing wires are arranged in the

center
upper part of the beam
anywhere
lower part of the beam

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Concrete Technology and Design of Concrete Structures
If nominal shear stress tv exceeds the design shear strength of concrete xc, the nominal shear reinforcement as per IS : 456-1978 shall be provided for carrying a shear stress equal to

xv
Tv + Tc
xc

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the maximum reinforcement in a column is

2 %
6 %
4%
8 %

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Concrete Technology and Design of Concrete Structures
Minimum thickness of load bearing RCC wall should be

105 mm
50 mm
100 mm
40 mm

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Concrete Technology and Design of Concrete Structures
The maximum value of hoop compression in a dome is given by (where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome)

2wR/d
wR/2d
wR/d
wR / 4d

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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

24 to 48 hours
7 days
3 days
14 days

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