Match the following lists:

List I (Member)		List II (Maximum effective slenderness ratio)
P.	A member carrying compressive loads resulting from dead and imposed load	1.	400
Q.	A member subjected to compression forces 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	2.	180
R.	Compression flange of a beam against lateral torsional buckling	3.	250
S.	Members always under tension (other than pre-tensioned members)	4.	300

Select the correct answer using the code given below:

Type of Member

λ

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

180

A member normally acting as a tie in roof truss or a bracing system but subjected to a possible reversal of stresses resulting from the action of the wind or earthquake forces.

350

Member always under tension

400

Type of Member

λ

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

180

A member carrying compressive loads resulting from dead loads and imposed loads.

180

A member subjected to compressive forces 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 restrained 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 stresses resulting from the action of wind or earthquake forces.

350