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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

10
100
zero
infinity

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

pa V
p a (1/V)
paV”2
paV2

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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)

175 t2/h
75 t2/h
125 t2/h
125 t3/h2

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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)

163
162
161
164

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Design of Steel Structure
Battening is preferable when the
i) column carries axial load only
ii) space between the two main components is not very large
iii) column is eccentrically loaded
The correct answer is

only (i)
(ii) and (iii)
only (iii)
(i) and (ii)

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1250 mm
810 mm
1680 mm
650 mm

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