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Design of Steel Structure

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

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

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV”2
p a (1/V)
pa V
paV2

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

parabolic
linear
constant moment for all curvatures
constant curvature for all moments

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

less
more
equal
None of these

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

nominal diameter + 2.0 mm
nominal diameter of bolt
nominal diameter + 1.5 mm
gross diameter of bolt

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

200
150
190
180

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