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Design of Steel Structure

Design of Steel Structure
The heaviest I-section for same depth is

ISHB
ISLB
ISWB
ISMB

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

yielding
All of these
compression buckling of web plate
shear buckling of web plate

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

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

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Design of Steel Structure
The bracing provided in the plane of end posts is called

sway bracing
bottom lateral bracing
portal bracing
top lateral bracing

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Compression in rivets
Strength of rivets in bearing
Shear in rivets
Tension in rivets

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

4
3
5
2

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