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Design of Steel Structure

Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.0 mm
2.5 mm
1.5 mm
2.0 mm

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Design of Steel Structure
If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called

Half through type
Deck type
Double deck type
Through type

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

both (a) and (b)
None of these
only tensile stresses
only shear stresses

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

16 mm
24 mm
20 mm
27 mm

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

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.67
1.81
1.414
1.18

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