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Design of Steel Structure

Design of Steel Structure
Area of openings for buildings of large permeability is more than

50% of wall area
10% of wall area
30% of wall area
20% of wall area

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

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

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Design of Steel Structure
The use of tie plates in laced columns is

not prohibited
permitted at start and end of lacing system only
permitted between two parts of the lacing
prohibited

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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 actual thickness of butt weld as compared to the thickness of plate is usually

less
None of these
more
equal

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

None of these
only shear stresses
only tensile stresses
both (a) and (b)

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