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Design of Steel Structure

Design of Steel Structure
The minimum thickness of plates in a steel stack should be

8 mm
9 mm
6 mm
7 mm

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Bending moment due to 2.5% of the column load
Shear force due to 2.5% of the column load
Both (A) and (B)
2.5% of the column load

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Design of Steel Structure
The portal bracing in a truss bridge is used to

Stiffen the structure laterally
Prevent the sides-way buckling of top chord
Transfer load from top of end posts to bearings
Keep the rectangular shape of the bridge cross-section

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

gross area and net area
gross area in both cases
net area and gross area
net area in both cases

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

equilibrium condition only
mechanism and plastic moment conditions
equilibrium and plastic moment conditions
equilibrium and mechanism conditions

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Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

between 0.5 and 1.0
0.5
1.0
0

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