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Design of Steel Structure

Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

pa V
p a (1/V)
paV”2
paV2

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it cannot carry the load safely
All of these
it is difficult to connect beams to the round sections
it is uneconomical

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Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

1.5 d
3.0 d
2.0 d
2.5 d

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

sway bracing
bottom lateral bracing
portal bracing
top lateral bracing

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Design of Steel Structure
As compared to field rivets, the shop rivets are

equally strong
Any of these
stronger
weaker

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

both (a) and (b)
None of these
only tensile stresses
only shear stresses

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