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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%
30%
40%
50%

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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
vertical intermediate stiffener
None of these
bearing stiffener

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Design of Steel Structure
The range of economical spacing of trusses varies from

2L/5 to 3L/5 where L is span
L/4to2L/5
L/3 to L/2
L/3 to L/5

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

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

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Design of Steel Structure
Gantry girders are designed to resist

lateral loads
lateral and longitudinal loads
lateral, longitudinal and vertical loads
longitudinal loads and vertical loads

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

header beam
spandrel beam
stringer beam
lintel beam

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