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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

spandrel beam
stringer beam
header beam
lintel beam

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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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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Horizontal shear only
C. Both (A) and (B)
Vertical load only
None of these

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

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

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

sway bracing
bottom lateral bracing
top lateral bracing
portal bracing

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

9 mm
8 mm
6 mm
7 mm

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