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Design of Steel Structure

Design of Steel Structure
The minimum thickness of plates in a steel stack should be

7 mm
9 mm
8 mm
6 mm

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum depth
maximum weight
minimum weight
minimum thickness of web

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

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

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Design of Steel Structure
As compared to field rivets, the shop rivets are

equally strong
Any of these
weaker
stronger

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

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

200
150
180
190

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