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Design of Steel Structure

Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

10° to 30°
40° to 70°
90°
30° to 40°

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

650 mm
810 mm
1680 mm
1250 mm

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

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

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Design of Steel Structure
A butt weld is specified by

penetration thickness
plate thickness
effective throat thickness
size of weld

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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
0.5
1.0
between 0.5 and 1.0

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Displacement
Slope
Load
Moment

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