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Design of Steel Structure

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
161 mm
163 mm

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Both (A) and (B)
Bending moment due to 2.5% of the column load
2.5% of the column load
Shear force due to 2.5% of the column load

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

40mm
100mm
60mm
80mm

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium and plastic moment conditions
equilibrium condition only
mechanism and plastic moment conditions
equilibrium and mechanism conditions

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

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

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

shear buckling of web plate
All of these
yielding
compression buckling of web plate

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