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Design of Steel Structure

Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.8 L
1.3 L
1.1 L
1.5 L

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

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

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Axial force in rafter
Deflection of rafter
Bending moment in rafter
Shear force in rafter

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

162 mm
161 mm
163 mm
160 mm

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Box type section
Angle section
Any of these
Channel section

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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

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

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