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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

100
zero
10
infinity

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

500 mm
1000 mm
600 mm
300 mm

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

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

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Design of Steel Structure
Bearing stiffeners are provided at
i) the supports
ii) the mid span
iii) the point of application of concentrated loads
The correct answer is

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

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

1.81
1.67
1.18
1.414

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Axial forces
Shear and axial forces
Axial and bending forces
Shear and bending forces

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