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

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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

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

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

16 mm
27 mm
24 mm
20 mm

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

reduced by 33.3%
increased by 33.3 %
increased by 25 %
reduced by 25 %

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

1.18
1.67
1.414
1.81

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Design of Steel Structure
The risk coefficient k, depends on

basic wind speed
None of these
mean probable design life of structures
both (a) and (b)

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