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Design of Steel Structure

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)

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

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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 t2/h

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

high strength bolt
turned and fitted bolt
black bolt
ordinary unfinished bolt

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

equilibrium condition only
mechanism and plastic moment conditions
equilibrium and plastic moment conditions
equilibrium and mechanism conditions

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the length of the bearing plates
providing suitable stiffeners
increasing the web thickness
None of these

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

6 mm
8 mm
7 mm
9 mm

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