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Design of Steel Structure

Design of Steel Structure
Lug angles

are used to reduce the length of connection.
All listed here
increases shear lag.
are unequal angles.

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

180
100
120
145

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

tie plates
lacing
battening
perforated cover plates

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

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Axial forces
Axial and bending forces
Shear and bending forces
Shear and axial forces

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

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

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