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Design of Steel Structure

Design of Steel Structure
Lug angles

are unequal angles.
are used to reduce the length of connection.
All listed here
increases shear lag.

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Design of Steel Structure
The effective length of a battened column is increased by

15%
20%
5%
10%

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Design of Steel Structure
Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loaded The correct answer is

only (iii)
(i) and (ii)
(ii) and (iii)
only (i)

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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)

0.65 Awfy
0.85 Awfy
0.75 Awfy
0.55 Awfy

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

75 t2/h
125 t2/h
125 t3/h2
175 t2/h

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

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

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