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Design of Steel Structure

Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.25 d
1.33 d
1.75 d
1.5 d

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Shear and bending forces
Axial forces
Axial and bending forces
Shear and axial forces

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium condition only
mechanism and plastic moment conditions
equilibrium and mechanism conditions
equilibrium and plastic moment conditions

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum thickness of web
maximum weight
minimum weight
minimum depth

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

10 m
40 m
30 m
20 m

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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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