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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

145
180
120
100

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Design of Steel Structure
The risk coefficient k, depends on

None of these
basic wind speed
mean probable design life of structures
both (a) and (b)

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

± 0.5 p
±0.2p
±0.7p
zero

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

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

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

27 mm
24 mm
20 mm
16 mm

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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

Half through type
Deck type
Through type
Double deck type

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