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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

zero
100
10
infinity

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Design of Steel Structure
Shape factor is a property which depends

only on the geometry of the section
only on the ultimate stress of the material
both on the yield stress and ultimate stress of material
only on the yield stress of the material

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Shear and bending forces
Axial forces
Shear and axial forces
Axial and bending forces

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Design of Steel Structure
The external wind pressure acting on a roof depends on

slope of roof
degree of permeability of roof
None of these
both (a) and (b)

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

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

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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

80mm
60mm
40mm
100mm

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