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Design of Steel Structure

Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

163
162
161
164

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

1.81
1.414
1.18
1.67

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

50%
40%
30%
60%

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Slope
Moment
Load
Displacement

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Design of Steel Structure
Shape factor is a property which depends

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

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