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Design of Steel Structure

Design of Steel Structure
The minimum thickness of plates in a steel stack should be

7 mm
6 mm
9 mm
8 mm

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

All of these
yielding
shear buckling of web plate
compression buckling of web plate

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

2d/3
d/4
d/2
d/3

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Design of Steel Structure
The range of economical spacing of trusses varies from

L/3 to L/2
L/3 to L/5
2L/5 to 3L/5 where L is span
L/4to2L/5

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

163
162
161
164

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

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

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