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Design of Steel Structure

Design of Steel Structure
The number of seismic zones in which the country has been divided are

7
8
5
6

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Deflection of rafter
Axial force in rafter
Shear force in rafter
Bending moment in rafter

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

compression buckling of web plate
yielding
All of these
shear buckling of web plate

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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
2.33
2.01

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

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

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Design of Steel Structure
Lug angles

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

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