The correct option is (c) kvπ^2E/[12(1-μ^2)(d/tw)^2].
To elaborate: The elastic critical shear stress of the web is given by τcr,e = kvπ^2E/[12(1-μ^2)(d/tw)^2], where E is elastic modulus, μ is Poisson’s ratio, kv is constant which depends on spacing of transverse stiffeners and depth of web.