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Design of Steel Structure

Design of Steel Structure
Bolts are most suitable to carry

shear and bending
axial tension
shear
bending

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

ISMB
ISLB
ISWB
ISHB

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

less than d
more than d
equal to d
Any of these

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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°
30° to 40°
40° to 70°

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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?

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

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

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

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