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Design of Steel Structure

Design of Steel Structure
The number of seismic zones in which the country has been divided are

5
8
6
7

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Design of Steel Structure
Study the following statements.
i) Top lateral bracing prevents the sidesway buckling of the chord.
ii) Sway bracing keeps the rectangular shape of the bridge cross-section.
iii) Sway bracing transfers the load from top of end posts to bearings.
The correct answer is

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

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t3/h2
75 t2/h
125 t2/h
175 t2/h

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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

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

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

lacing
tie plates
perforated cover plates
battening

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

350
180
150
250

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