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Design of Steel Structure

Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

161
162
164
163

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

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

4t
3t
8t
6t

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Shear force in rafter
Axial force in rafter
Bending moment in rafter
Deflection of rafter

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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)

±0.2p
±0.7p
± 0.5 p
zero

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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

24 mm
27 mm
20 mm
16 mm

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