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:

Question

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