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Design of Steel Structure

Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

30°
40°
35°
26/2°

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 300 mm and 32 t
lesser of 200 mm and 12 t
lesser of 3 00 mm and 24 t
lesser of 200 mm and 161

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Less than the load factor in determinate structures
Equal to load factor in determinate structures
Unpredictable
More than the load factor in determinate structures

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

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

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

transfer the load from the top flange to the bottom one
prevent excessive deflection
decrease the effective depth of web
prevent buckling of web

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

battening
lacing
tie plates
perforated cover plates

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