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Design of Steel Structure

Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

85 t
50 t
250 t
200 t

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Axial forces
Shear and axial forces
Shear and bending forces
Axial and bending forces

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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

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

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Design of Steel Structure
The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

both (i) and (ii)
None of these
only (i)
only (ii)

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

50% of wall area
20% of wall area
30% of wall area
10% of wall area

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Design of Steel Structure
The external wind pressure acting on a roof depends on

slope of roof
both (a) and (b)
degree of permeability of roof
None of these

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