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Design of Steel Structure

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

minimum depth
maximum weight
minimum thickness of web
minimum weight

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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
85 t
200 t
250 t

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

160 mm
162 mm
163 mm
161 mm

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

190
150
180
200

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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

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

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

lap joint
butt joint with double cover plates
butt joint with single cover plate
None of these

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