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Design of Steel Structure

Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

only (ii)
both (i) and (ii)
None of these
only (i)

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

gross diameter of bolt
nominal diameter + 2.0 mm
nominal diameter + 1.5 mm
nominal diameter of bolt

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

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

162 mm
163 mm
161 mm
160 mm

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Design of Steel Structure
Gantry girders are designed to resist

lateral, longitudinal and vertical loads
longitudinal loads and vertical loads
lateral and longitudinal loads
lateral loads

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

120
100
145
180

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