The effect of mean stress on near threshold fatigue crack growth behaviour under mixed mode I+II loading has been studied in a structural steel BS4360 50D in laboratory air at room temperature. It was found that the branch crack threshold decreased significantly as R ratio (P,,,/P,,,,) increased from 0.1 to 0.7. A simple model is proposed to predict the branch crack threshold behaviour for R-ratio sensitive materials. Further investigation is required to model the mode I1 dominant situations where the branch crack thresholds tend to converge on a high value. NOMENCLATURE a = crack length B = specimen thickness hl, h, = active and reference p.d. probe spacings AK,, A&, = mode I and I1 stress intensity factors AKIeq = equivalent mode I stress intensity factor AK,,, = nominal equivalent mode I threshold AK,,.,R = effective equivalent mode I threshold AK,* = intrinsic mode I threshold K, = stress intensity factor necessary to open a crack M = bending moment m = ratio of AK, and AKI, p.d. = potential drop Q = shear force R = load ratio P,,,,,,/P, W = specimen width R,, = value of R above which AK* is constant ul, u2 = active and reference potential drops 0 = branch crack angle