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Design of Steel Structure

Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

0.75 kN/m2
0.65 kN/m2
1.35 kN/m2
1.50 kN/m2

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium and plastic moment conditions
mechanism and plastic moment conditions
equilibrium condition only
equilibrium and mechanism conditions

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

2.0 mm
1.5 mm
1.0 mm
2.5 mm

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Design of Steel Structure
Bolts are most suitable to carry

axial tension
shear
shear and bending
bending

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

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

pa V
p a (1/V)
paV”2
paV2

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