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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

100
10
infinity
zero

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

190
200
180
150

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

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

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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
Bolts are most suitable to carry

bending
shear
axial tension
shear and bending

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Design of Steel Structure
A butt weld is specified by

plate thickness
penetration thickness
effective throat thickness
size of weld

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