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Design of Steel Structure

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

24 mm
20 mm
27 mm
16 mm

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Axial force in rafter
Bending moment in rafter
Deflection of rafter
Shear force in rafter

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

equal angles back to back
both (b) or (c)
unequal legged angles with short legs back to back
unqual legged angles with long legs back to back

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

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

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

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

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

50 t
250 t
200 t
85 t

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