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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

40%
50%
60%
30%

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

180
145
120
100

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

equilibrium and mechanism conditions
mechanism and plastic moment conditions
equilibrium and plastic moment conditions
equilibrium condition only

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t2/h
175 t2/h
75 t2/h
125 t2/h

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

lap joint
None of these
butt joint with single cover plate
butt joint with double cover plates

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

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

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