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Design of Steel Structure

Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.67
1.414
1.18
1.81

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

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

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

More than the load factor in determinate structures
Unpredictable
Equal to load factor in determinate structures
Less than the load factor in determinate structures

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

6 mm
8 mm
9 mm
7 mm

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Design of Steel Structure
The portal bracing in a truss bridge is used to

Prevent the sides-way buckling of top chord
Keep the rectangular shape of the bridge cross-section
Transfer load from top of end posts to bearings
Stiffen the structure laterally

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

163 mm
160 mm
162 mm
161 mm

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