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Design of Steel Structure

Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

10° to 30°
90°
40° to 70°
30° to 40°

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Design of Steel Structure
Lug angles

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

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

only shear stresses
both (a) and (b)
only tensile stresses
None of these

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

180
150
250
350

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum thickness of web
minimum depth
maximum weight
minimum weight

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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