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Design of Steel Structure

Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

reduced by 25 %
increased by 25 %
reduced by 33.3%
increased by 33.3 %

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

350
150
180
250

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

20 m
30 m
40 m
10 m

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

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

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

2.5 d
1.5 d
3.0 d
2.0 d

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MORE MCQ ON Design of Steel Structure

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