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Design of Steel Structure

Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

1.0
2.01
2.34
2.33

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

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

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

1000 mm
500 mm
600 mm
300 mm

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

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

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

crushing failure of the rivet
tension failure of the plate
shear failure of the rivet
shear failure of the plate

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Design of Steel Structure
Load factor is

always greater than factor of safety
always equal to factor of safety
sometimes greater than factor of safety
always less than factor of safety

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