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Design of Steel Structure

Design of Steel Structure
The risk coefficient k, depends on

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

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

100
180
145
120

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Compression in rivets
Tension in rivets
Strength of rivets in bearing
Shear in rivets

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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
2.5% of the column load
Both (A) and (B)

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Design of Steel Structure
Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is

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

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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:

2.33
2.34
1.0
2.01

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