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Design of Steel Structure

Design of Steel Structure
The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

only (ii)
only (i)
None of these
both (i) and (ii)

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

battening
perforated cover plates
tie plates
lacing

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

turned and fitted bolt
black bolt
ordinary unfinished bolt
high strength bolt

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

10 mm
4.5 mm
6 mm
8 mm

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Design of Steel Structure
If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called

Double deck type
Deck type
Half through type
Through type

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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)

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

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