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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

zero
10
100
infinity

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

4
3
2
5

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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 moment-curvature relation at a plastic hinge is

linear
constant curvature for all moments
constant moment for all curvatures
parabolic

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

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

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

0
± 0.7
± 0.2
±0.5

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