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Design of Steel Structure

Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum depth
minimum thickness of web
minimum weight
maximum weight

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Both (A) and (B)
Bending moment due to 2.5% of the column load
Shear force due to 2.5% of the column load
2.5% of the column load

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

90°
10° to 30°
40° to 70°
30° to 40°

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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 internal pressure coefficient on walls for buildings with large permeability is taken as

0
± 0.7
±0.5
± 0.2

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Two times the weld size
Six times the weld size
Weld size
Four times the weld size

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