Critical bending moment capacity of a beam undergoing lateral torsional buckling is a function of
(a) does not depend on anything
(b) pure torsional resistance only
(c) warping torsional resistance only
(d) pure torsional resistance and warping torsional resistance
I got this question by my school teacher while I was bunking the class.
Question is taken from Lateral Torsional Buckling in section Design of Beams of Design of Steel Structures