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Design of Steel Structure

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
160 mm
161 mm
163 mm

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

4
5
3
2

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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
Load factor is

always equal to factor of safety
always less than factor of safety
sometimes greater than factor of safety
always greater than factor of safety

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Design of Steel Structure
Lug angles

are unequal angles.
increases shear lag.
All listed here
are used to reduce the length of connection.

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Design of Steel Structure
If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called

Through type
Deck type
Half through type
Double deck type

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