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Design of Steel Structure

Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

650 mm
810 mm
1250 mm
1680 mm

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.75 d
1.25 d
1.5 d
1.33 d

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

prevent buckling of web
transfer the load from the top flange to the bottom one
prevent excessive deflection
decrease the effective depth of web

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Design of Steel Structure
The portal bracing in a truss bridge is used to

Keep the rectangular shape of the bridge cross-section
Transfer load from top of end posts to bearings
Stiffen the structure laterally
Prevent the sides-way buckling of top chord

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

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

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

bottom chord area
top chord area
effective span of bridge
heaviest axle load of engine

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MORE MCQ ON Design of Steel Structure

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