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Design of Steel Structure

Design of Steel Structure
Steel tanks are mainly designed for

water pressure
earthquake forces
wind pressure
weight of tank

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

shear failure of the rivet
crushing failure of the rivet
shear failure of the plate
tension failure of the plate

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Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

2.13 m above the rail level
1.50 m above the rail level
1.83 m above the rail level
1.23 m above the rail level

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Shear force due to 2.5% of the column load
Bending moment due to 2.5% of the column load
2.5% of the column load
Both (A) and (B)

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

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

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

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

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