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Design of Steel Structure

Design of Steel Structure
The heaviest I-section for same depth is

ISLB
ISHB
ISWB
ISMB

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Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

5 zones
3 zones
4 zones
6 zones

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Design of Steel Structure
The bracing provided in the plane of end posts is called

portal bracing
sway bracing
bottom lateral bracing
top lateral bracing

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.75 d
1.33 d
1.5 d
1.25 d

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Six times the weld size
Weld size
Two times the weld size
Four times the weld size

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

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