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Design of Steel Structure

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

minimum weight
minimum thickness of web
maximum weight
minimum depth

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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

27 mm
16 mm
24 mm
20 mm

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.5 d
1.25 d
1.75 d
1.33 d

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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
None of these
butt joint with double cover plates
lap joint

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.81
1.67
1.18
1.414

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

± 0.5 p
±0.7p
zero
±0.2p

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