For the purpose of determining the stress in a stanchion or column section, the beam reactions or similar loads shall be assumed to be applied at an eccentricity of ?

1

50 mm from the face of the section or at the centre of bearing whichever dimension gives the greater eccentricity.

2
200 mm from the face of the section or at the centre of bearing whichever dimension gives the greater eccentricity.
3
100 mm from the face of the section or at the centre of bearing whichever dimension gives the greater eccentricity.
4
150 mm from the face of the section or at the centre of bearing whichever dimension gives the greater eccentricity.
5
Question Not Attempted

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