The maximum effective slenderness ratio for compression flange of a beam against lateral torsional buckling is

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HSSC JE Civil 11 April 2018 Shift 2
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  1. 180
  2. 250
  3. 350
  4. 300

Answer (Detailed Solution Below)

Option 4 : 300
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Explanation:

As per IS: 800 - 2007

Type of member

Maximum slenderness ratio

A member carrying compressive loads resulting from the dead load and the imposed load

180

A tension member in which a reversal of direct stress occurs due to loads other than wind and seismic forces

180

A member subjected to compression force resulting only from combination with wind/earthquake actions, provided the deformation of such members does not adversely affect the stress in any part of the structure

250

Compression flange of a beam against lateral torsional buckling

300

A member normally acting as a tie in a roof truss or a bracing system not considered effective when subjected to a possible reversal of stress into compression resulting from the action of wind earthquake forces.

350

Member always under tension (other than pre-tensioned members)

400

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