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Design of Steel Structure

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

180
190
200
150

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

None of these
Vertical load only
C. Both (A) and (B)
Horizontal shear only

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

9 mm
6 mm
8 mm
7 mm

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

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

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Design of Steel Structure
Gantry girders are designed to resist

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

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

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

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