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Design of Steel Structure

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

650 mm
1680 mm
810 mm
1250 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

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

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Design of Steel Structure
Which of the following conditions is to be satisfied both in elastic and plastic analysis ?

equilibrium condition
mechanism condition
yield condition
plastic moment condition

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

40° to 70°
30° to 40°
90°
10° to 30°

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

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

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

4.5 mm
6 mm
10 mm
8 mm

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