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Design of Steel Structure

Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.75 d
1.25 d
1.33 d
1.5 d

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium and plastic moment conditions
mechanism and plastic moment conditions
equilibrium condition only
equilibrium and mechanism conditions

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

± 0.5 p
±0.7p
zero
±0.2p

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant curvature for all moments
constant moment for all curvatures
parabolic
linear

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Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

1.83 m above the rail level
1.23 m above the rail level
2.13 m above the rail level
1.50 m above the rail level

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Design of Steel Structure
A circular column section is generally not used in actual practice because

All of these
it is uneconomical
it cannot carry the load safely
it is difficult to connect beams to the round sections

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