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Design of Steel Structure

Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

85 t
50 t
250 t
200 t

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Design of Steel Structure
Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is

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

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

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

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

prevent buckling of web
prevent excessive deflection
decrease the effective depth of web
transfer the load from the top flange to the bottom one

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Design of Steel Structure
The use of tie plates in laced columns is

prohibited
not prohibited
permitted between two parts of the lacing
permitted at start and end of lacing system only

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

27 mm
16 mm
20 mm
24 mm

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