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Design of Steel Structure

Design of Steel Structure
As compared to field rivets, the shop rivets are

Any of these
weaker
equally strong
stronger

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is uneconomical
All of these
it is difficult to connect beams to the round sections
it cannot carry the load safely

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

2.34
2.33
1.0
2.01

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

pa V
paV2
p a (1/V)
paV”2

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Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bending and shear
bearing and bending
bearing and shear
bearing, shear and bending

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

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MORE MCQ ON Design of Steel Structure

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