The correct answer is (d) φ = 0.5[1+α(λ-0.2)+λ^2].
For explanation: The value of φ in the equation of design compressive strength is given by φ = 0.5[1+α(λ-0.2)+λ^2], where α is imperfection factor(depends on buckling class) and λ is non-dimensional effective slenderness ratio.