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Design of Steel Structure

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

250
180
350
150

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

is always less than 1
is always greater than 1
can be less than 1
is equal to 1

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

9 mm
6 mm
7 mm
8 mm

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Design of Steel Structure
Bolts are most suitable to carry

shear and bending
axial tension
shear
bending

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Design of Steel Structure
The range of economical spacing of trusses varies from

L/3 to L/2
L/3 to L/5
L/4to2L/5
2L/5 to 3L/5 where L is span

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

less
None of these
more
equal

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