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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)

250 t
50 t
200 t
85 t

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.33 d
1.5 d
1.75 d
1.25 d

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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
In the cross-section of a weld, throat is the

None of these
maximum dimension
average dimension
minimum dimension

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

3t
4t
8t
6t

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

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

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