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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

40° to 70°
10° to 30°
30° to 40°
90°

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Design of Steel Structure
Which of the following conditions is to be satisfied both in elastic and plastic analysis ?

plastic moment condition
equilibrium condition
mechanism condition
yield condition

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Shear force due to 2.5% of the column load
Both (A) and (B)
2.5% of the column load
Bending moment due to 2.5% of the column load

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Design of Steel Structure
The effective length of a battened column is increased by

15%
20%
5%
10%

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

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

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/2
d/3
2d/3
d/4

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