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Design of Steel Structure

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

5%
20%
15%
10%

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

40mm
60mm
100mm
80mm

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

8t
3t
4t
6t

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.67
1.414
1.81
1.18

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t2/h
175 t2/h
75 t2/h
125 t3/h2

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