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Design of Steel Structure

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

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

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

± 0.2
±0.5
± 0.7
0

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

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

3
2
4
5

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

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

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

rectangular beams up to 300 mm depth
all rectangular beams
all square cross-section beams
solid circular beams only

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