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Design of Steel Structure

Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.35 kN/m2
0.75 kN/m2
1.50 kN/m2
0.65 kN/m2

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Design of Steel Structure
Which of the following conditions is to be satisfied both in elastic and plastic analysis ?

equilibrium condition
plastic moment condition
mechanism condition
yield condition

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

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

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

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

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Design of Steel Structure
Shape factor is a property which depends

both on the yield stress and ultimate stress of material
only on the ultimate stress of the material
only on the geometry of the section
only on the yield stress of the material

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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)

3.0 d
2.5 d
1.5 d
2.0 d

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