Correct option is D
Maximum slenderness ratio –
Tension members
Description ��������
Tension member in which reversal of direct stress occurs due to live load other
than wind or earthquake 180
In reversal occurs due to wind or earthquake 350
A tension member permanently in tension except in pretensioned members. 400
Compression Members –
Description ��������
A strut connected by single rivet at each end 180
Member carrying loads resulting from dead loads and imposed loads 180
A member subjected to compressive force resulting from wind/earthquake force,
providing the deformation of such members does not adversely effect the stress in any part of structure. 250
Compression flange of a beam 300
Member normally acting as a tie in a roof truss or a bracing system but subjected to
possible reversal of stresses resulting from the action of wind or earthquake forces 350
