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Design of Steel Structure

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

top lateral bracing
portal bracing
bottom lateral bracing
sway bracing

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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

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

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

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

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/3
2d/3
d/2
d/4

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

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

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Design of Steel Structure
Lug angles

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

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