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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

1.0
0.5
0
between 0.5 and 1.0

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

C. Both (A) and (B)
Vertical load only
None of these
Horizontal shear only

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

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

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

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

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Design of Steel Structure
Load factor is

always greater than factor of safety
always equal to factor of safety
always less than factor of safety
sometimes greater than factor of safety

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

nominal diameter + 2.0 mm
gross diameter of bolt
nominal diameter of bolt
nominal diameter + 1.5 mm

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