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Design of Steel Structure

Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

1:1
V2 : 1
2: 1
1 : V2

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

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Design of Steel Structure
The use of tie plates in laced columns is

not prohibited
permitted at start and end of lacing system only
prohibited
permitted between two parts of the lacing

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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
The forces acting on the web splice of a plate girder are

Shear and axial forces
Axial forces
Axial and bending forces
Shear and bending forces

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

30 m
20 m
10 m
40 m

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