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Design of Steel Structure

Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

1.5 d
2.0 d
2.5 d
3.0 d

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Less than the load factor in determinate structures
Equal to load factor in determinate structures
Unpredictable
More than the load factor in determinate structures

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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 bracing provided in the plane of end posts is called

portal bracing
top lateral bracing
sway bracing
bottom lateral bracing

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

perforated cover plates
tie plates
lacing
battening

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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
75 t2/h
125 t2/h
175 t2/h

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