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Design of Steel Structure

Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

85 t
200 t
50 t
250 t

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

lap joint
butt joint with double cover plates
None of these
butt joint with single cover plate

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

ISLB
ISHB
ISMB
ISWB

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Design of Steel Structure
The use of tie plates in laced columns is

permitted between two parts of the lacing
prohibited
permitted at start and end of lacing system only
not prohibited

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

180
150
250
350

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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