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Design of Steel Structure

Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

101
6t
161
121

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.85 Awfy
0.75 Awfy
0.65 Awfy
0.55 Awfy

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

equal angles back to back
unequal legged angles with short legs back to back
unqual legged angles with long legs back to back
both (b) or (c)

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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
Lacing bars in a steel column should be designed to resist

Shear force due to 2.5% of the column load
2.5% of the column load
Both (A) and (B)
Bending moment due to 2.5% of the column load

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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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