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Design of Steel Structure

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

ISLB
ISHB
ISWB
ISMB

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Design of Steel Structure
Lug angles

are used to reduce the length of connection.
are unequal angles.
All listed here
increases shear lag.

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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

9 mm
8 mm
6 mm
7 mm

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

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

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Design of Steel Structure
The bracing provided in the plane of end posts is called

bottom lateral bracing
top lateral bracing
sway bracing
portal bracing

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

20 mm
27 mm
24 mm
16 mm

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