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Design of Steel Structure

Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

50 t
250 t
200 t
85 t

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.34
2.33
2.01
1.0

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

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

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

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Design of Steel Structure
Lug angles

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

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Channel section
Box type section
Any of these
Angle section

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