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Design of Steel Structure

Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

161 mm
162 mm
160 mm
163 mm

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

None of these
increasing the length of the bearing plates
increasing the web thickness
providing suitable stiffeners

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Design of Steel Structure
Study the following statements. i) Top lateral bracing prevents the sidesway buckling of the chord. ii) Sway bracing keeps the rectangular shape of the bridge cross-section. iii) Sway bracing transfers the load from top of end posts to bearings. The correct answer is

both (i) and (ii)
both (i) and (iii)
only (i)
all (i), (ii) and (iii)

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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
Through type
Deck type
Half through type

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

stringer beam
lintel beam
spandrel beam
header beam

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

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

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