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Design of Steel Structure

Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

7 mm
9 mm
6 mm
8 mm

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 300 mm and 32 t
lesser of 200 mm and 12 t
lesser of 200 mm and 161
lesser of 3 00 mm and 24 t

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

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

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Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

1.5 d
2.5 d
2.0 d
3.0 d

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

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Design of Steel Structure
Gantry girders are designed to resist

longitudinal loads and vertical loads
lateral, longitudinal and vertical loads
lateral and longitudinal loads
lateral loads

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