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Design of Steel Structure

Design of Steel Structure
Economical depth of a plate girder corresponds to

maximum weight
minimum weight
minimum depth
minimum thickness of web

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

gross diameter of bolt
nominal diameter of bolt
nominal diameter + 2.0 mm
nominal diameter + 1.5 mm

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

only (ii)
both (i) and (ii)
None of these
only (i)

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is uneconomical
it cannot carry the load safely
it is difficult to connect beams to the round sections
All of these

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.5 d
1.75 d
1.33 d
1.25 d

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Design of Steel Structure
Battening is preferable when the
i) column carries axial load only
ii) space between the two main components is not very large
iii) column is eccentrically loaded
The correct answer is

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

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