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Design of Steel Structure

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

maximum weight
minimum weight
minimum thickness of web
minimum depth

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

weaker
stronger
Any of these
equally strong

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

butt joint with single cover plate
butt joint with double cover plates
None of these
lap joint

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

20 m
10 m
30 m
40 m

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is difficult to connect beams to the round sections
All of these
it is uneconomical
it cannot carry the load safely

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Design of Steel Structure
Gantry girders are designed to resist

lateral loads
longitudinal loads and vertical loads
lateral, longitudinal and vertical loads
lateral and longitudinal loads

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