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Design of Steel Structure

Design of Steel Structure
The risk coefficient k, depends on

both (a) and (b)
basic wind speed
None of these
mean probable design life of structures

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

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

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

2
1
1.4
1.8

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

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

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.34
1.0
2.01
2.33

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

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

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