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Design of Steel Structure

Design of Steel Structure
Bolts are most suitable to carry

shear and bending
bending
shear
axial tension

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

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

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Design of Steel Structure
In the cross-section of a weld, throat is the

maximum dimension
average dimension
None of these
minimum dimension

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.5 D
0.78 D
0.88 D
0.68 D

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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
1.25 d
1.5 d
1.75 d

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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

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

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