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Design of Steel Structure

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

100
120
145
180

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/4
d/2
d/3
2d/3

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t2/h
175 t2/h
75 t2/h
125 t3/h2

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

both (b) or (c)
equal angles back to back
unqual legged angles with long legs back to back
unequal legged angles with short legs back to back

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

85 t
250 t
200 t
50 t

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Load
Moment
Displacement
Slope

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MORE MCQ ON Design of Steel Structure

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