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Design of Steel Structure

Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

0.5
between 0.5 and 1.0
0
1.0

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

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

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Design of Steel Structure
The use of tie plates in laced columns is

permitted at start and end of lacing system only
not prohibited
permitted between two parts of the lacing
prohibited

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

net area in both cases
gross area in both cases
net area and gross area
gross area and net area

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

linear
constant moment for all curvatures
constant curvature for all moments
parabolic

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Design of Steel Structure
The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

None of these
both (i) and (ii)
only (i)
only (ii)

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