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Design of Steel Structure

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

9 mm
7 mm
6 mm
8 mm

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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
it is uneconomical
All of these
it cannot carry the load safely

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

net area and gross area
net area in both cases
gross area and net area
gross area in both cases

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

minimum weight
maximum weight
minimum thickness of web
minimum depth

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Design of Steel Structure
The heaviest I-section for same depth is

ISWB
ISHB
ISLB
ISMB

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Design of Steel Structure
Gantry girders are designed to resist

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

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