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Design of Steel Structure

Design of Steel Structure
Bolts are most suitable to carry

axial tension
shear
bending
shear and bending

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

ordinary unfinished bolt
turned and fitted bolt
high strength bolt
black bolt

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Design of Steel Structure
Gantry girders are designed to resist

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

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Design of Steel Structure
The effective length of a battened column is increased by

10%
20%
15%
5%

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Design of Steel Structure
Shape factor is a property which depends

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

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1680 mm
650 mm
1250 mm
810 mm

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MORE MCQ ON Design of Steel Structure

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