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Design of Steel Structure

Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

L
0.67 L
0.8 L
1.5 L

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Vertical load only
Horizontal shear only
C. Both (A) and (B)
None of these

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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)

50 t
85 t
250 t
200 t

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Channel section
Box type section
Angle section
Any of these

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the web thickness
providing suitable stiffeners
increasing the length of the bearing plates
None of these

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

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

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