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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

600 mm
1000 mm
500 mm
300 mm

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Design of Steel Structure
Lug angles

increases shear lag.
All listed here
are used to reduce the length of connection.
are unequal angles.

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

± 0.2
± 0.7
±0.5
0

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

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

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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
Angle section
Channel section

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Design of Steel Structure
In the cross-section of a weld, throat is the

average dimension
None of these
minimum dimension
maximum dimension

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