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Design of Steel Structure

Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

8t
6t
3t
4t

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

decrease in h/t ratio
increase in height
decrease in thickness
increase in h/t ratio

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Design of Steel Structure
Bearing stiffeners are provided at i) the supports ii) the mid span iii) the point of application of concentrated loads The correct answer is

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

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

None of these
butt joint with single cover plate
lap joint
butt joint with double cover plates

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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
250
180
350

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

ISWB
ISMB
ISLB
ISHB

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