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Design of Steel Structure

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

p a (1/V)
paV”2
pa V
paV2

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.81
1.67
1.18
1.414

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Design of Steel Structure
Shape factor is a property which depends

only on the ultimate stress of the material
only on the yield stress of the material
both on the yield stress and ultimate stress of material
only on the geometry of the section

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Design of Steel Structure
The effective length of a battened column is increased by

5%
20%
10%
15%

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Design of Steel Structure
Gantry girders are designed to resist

lateral and longitudinal loads
lateral, longitudinal and vertical loads
longitudinal loads and vertical loads
lateral loads

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

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

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