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Design of Steel Structure

Design of Steel Structure
The heaviest I-section for same depth is

ISMB
ISWB
ISHB
ISLB

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

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

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

None of these
maximum dimension
minimum dimension
average dimension

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

200
150
180
190

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

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

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

high strength bolt
ordinary unfinished bolt
black bolt
turned and fitted bolt

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