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Design of Steel Structure

Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

1000 mm
500 mm
300 mm
600 mm

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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
163 mm
161 mm

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Box type section
Any of these
Channel section
Angle section

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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
None of these
bearing stiffener

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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

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

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