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Design of Steel Structure

Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

27 mm
24 mm
16 mm
20 mm

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

1.67
1.414
1.18
1.81

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

Load
Moment
Displacement
Slope

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

crushing failure of the rivet
tension failure of the plate
shear failure of the rivet
shear failure of the plate

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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)

164
162
161
163

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t3/h2
175 t2/h
75 t2/h
125 t2/h

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