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Design of Steel Structure

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

paV2
pa V
paV”2
p a (1/V)

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

less than d
equal to d
Any of these
more than d

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

150
190
180
200

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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)

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

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

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

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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

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

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