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Design of Steel Structure

Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

40°
26/2°
30°
35°

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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)

121
6t
161
101

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

shear buckling of web plate
yielding
compression buckling of web plate
All of these

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Displacement
Load
Moment
Slope

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

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

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

350
250
150
180

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