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Design of Steel Structure

Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

650 mm
1680 mm
1250 mm
810 mm

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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
16 mm
24 mm
27 mm

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Two times the weld size
Four times the weld size
Six times the weld size
Weld size

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

minimum weight
minimum thickness of web
minimum depth
maximum weight

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

161
6t
101
121

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