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Design of Steel Structure

Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

None of these
more
equal
less

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

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

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/4
d/3
2d/3
d/2

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

50% of wall area
10% of wall area
20% of wall area
30% of wall area

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

ISWB
ISMB
ISLB
ISHB

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the length of the bearing plates
providing suitable stiffeners
None of these
increasing the web thickness

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