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Design of Steel Structure

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

Box type section
Angle section
Channel section
Any of these

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Design of Steel Structure
Lug angles

increases shear lag.
are unequal angles.
are used to reduce the length of connection.
All listed here

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

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

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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
The minimum thickness of plates in a steel stack should be

9 mm
7 mm
8 mm
6 mm

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Axial forces
Shear and axial forces
Shear and bending forces
Axial and bending forces

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