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Design of Steel Structure

Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 33.3 %
reduced by 25 %
increased by 25 %
reduced by 33.3%

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

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

providing suitable stiffeners
increasing the web thickness
increasing the length of the bearing plates
None of these

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

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

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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

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

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Strength of rivets in bearing
Compression in rivets
Tension in rivets
Shear in rivets

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