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Design of Steel Structure

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
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

tension failure of the plate
crushing failure of the rivet
shear failure of the rivet
shear failure of the plate

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

net area in both cases
gross area in both cases
net area and gross area
gross area and net area

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

± 0.7
±0.5
0
± 0.2

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.5 mm
1.0 mm
2.5 mm
2.0 mm

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

rectangular beams up to 300 mm depth
all square cross-section beams
solid circular beams only
all rectangular beams

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