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Design of Steel Structure

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

30° to 40°
10° to 30°
40° to 70°
90°

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Design of Steel Structure
The heaviest I-section for same depth is

ISWB
ISMB
ISHB
ISLB

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

unequal legged angles with short legs back to back
unqual legged angles with long legs back to back
both (b) or (c)
equal angles back to back

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

16 mm
24 mm
27 mm
20 mm

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t2/h
175 t2/h
75 t2/h
125 t3/h2

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Design of Steel Structure
The number of seismic zones in which the country has been divided are

6
5
7
8

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