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Design of Steel Structure

Design of Steel Structure
The risk coefficient k, depends on

mean probable design life of structures
basic wind speed
both (a) and (b)
None of these

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Design of Steel Structure
Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loaded The correct answer is

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

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Design of Steel Structure
Bearing stiffeners are provided at
i) the supports
ii) the mid span
iii) the point of application of concentrated loads
The correct answer is

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

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

6 mm
10 mm
8 mm
4.5 mm

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

horizontal stiffener at neutral axis
bearing stiffener
None of these
vertical intermediate stiffener

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Design of Steel Structure
Lug angles

increases shear lag.
are unequal angles.
All listed here
are used to reduce the length of connection.

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