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Design of Steel Structure

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

ISWB
ISLB
ISHB
ISMB

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Design of Steel Structure
The statical 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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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

bearing stiffener
None of these
horizontal stiffener at neutral axis
vertical intermediate stiffener

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

3
4
5
2

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Design of Steel Structure
As compared to field rivets, the shop rivets are

Any of these
stronger
weaker
equally strong

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

120
100
180
145

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