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Design of Steel Structure

Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

header beam
stringer beam
spandrel beam
lintel beam

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

10 mm
4.5 mm
8 mm
6 mm

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

1.75 d
1.25 d
1.33 d
1.5 d

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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
Shear force in rafter
Deflection of rafter
Bending moment in rafter

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Channel section
Any of these
Angle section
Box type section

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Design of Steel Structure
Lug angles

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

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