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Design of Steel Structure

Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

50%
30%
40%
60%

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

top chord area
effective span of bridge
bottom chord area
heaviest axle load of engine

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

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

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

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

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

810 mm
650 mm
1680 mm
1250 mm

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

6 mm
9 mm
8 mm
7 mm

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