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Design of Steel Structure

Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

less
None of these
equal
more

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Design of Steel Structure
Study the following statements.
i) Top lateral bracing prevents the sidesway buckling of the chord.
ii) Sway bracing keeps the rectangular shape of the bridge cross-section.
iii) Sway bracing transfers the load from top of end posts to bearings.
The correct answer is

only (i)
all (i), (ii) and (iii)
both (i) and (ii)
both (i) and (iii)

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Design of Steel Structure
Bolts are most suitable to carry

axial tension
shear and bending
bending
shear

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is difficult to connect beams to the round sections
All of these
it is uneconomical
it cannot carry the load safely

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

parabolic
constant moment for all curvatures
constant curvature for all moments
linear

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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 double cover plates
lap joint
butt joint with single cover plate

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