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Design of Steel Structure

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

stronger
equally strong
Any of these
weaker

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Design of Steel Structure
Steel tanks are mainly designed for

water pressure
weight of tank
wind pressure
earthquake forces

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

40° to 70°
10° to 30°
90°
30° to 40°

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Design of Steel Structure
The use of tie plates in laced columns is

permitted at start and end of lacing system only
not prohibited
permitted between two parts of the lacing
prohibited

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant curvature for all moments
parabolic
constant moment for all curvatures
linear

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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)

2.0 d
1.5 d
3.0 d
2.5 d

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