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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

150
180
250
350

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

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

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

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

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

0
± 0.7
±0.5
± 0.2

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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)
only (i)
both (i) and (iii)

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

20 m
40 m
30 m
10 m

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