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Design of Steel Structure

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

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

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

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

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Design of Steel Structure
Study the following statements.
i) Top lateral bracing prevents the sidesway buckling of the chord.
ii) Sway bracing keeps the rectangular shape of the bridge cross-section.
iii) Sway bracing transfers the load from top of end posts to bearings.
The correct answer is

both (i) and (iii)
only (i)
all (i), (ii) and (iii)
both (i) and (ii)

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

30% of wall area
20% of wall area
10% of wall area
50% of wall area

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Equal to load factor in determinate structures
More than the load factor in determinate structures
Unpredictable
Less than the load factor in determinate structures

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.81
1.67
1.414
1.18

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