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Design of Steel Structure

Design of Steel Structure
The risk coefficient k, depends on

basic wind speed
mean probable design life of structures
both (a) and (b)
None of these

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

minimum depth
maximum weight
minimum thickness of web
minimum weight

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Design of Steel Structure
In the cross-section of a weld, throat is the

average dimension
None of these
minimum dimension
maximum dimension

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Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

equal
more
None of these
less

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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°
40° to 70°
30° to 40°
90°

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

bearing stiffener
None of these
horizontal stiffener at neutral axis
vertical intermediate stiffener

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