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Design of Steel Structure

Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

60%
40%
30%
50%

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

None of these
bearing stiffener
vertical intermediate stiffener
horizontal stiffener at neutral axis

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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

30° to 40°
40° to 70°
10° to 30°
90°

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

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

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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
prohibited
not prohibited
permitted between two parts of the lacing

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Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

less
equal
more
None of these

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