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Design of Steel Structure

Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

26/2°
35°
30°
40°

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

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

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Design of Steel Structure
Gantry girders are designed to resist

lateral, longitudinal and vertical loads
lateral and longitudinal loads
lateral loads
longitudinal loads and vertical loads

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

5
4
3
2

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

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

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

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

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