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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

infinity
10
zero
100

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.78 D
0.68 D
0.88 D
0.5 D

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Design of Steel Structure
Shape factor is a property which depends

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

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

162
164
163
161

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t2/h
125 t2/h
75 t2/h
175 t2/h

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Design of Steel Structure
Bolts are most suitable to carry

shear
bending
shear and bending
axial tension

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