Fig. 10From: Effective Length of Reinforced Concrete Columns in Braced FramesHistograms for strength ratios calculated using ACI EI and nonlinear EI (Eqs. (4) and (7), respectively) for load cases 1, 2, 3 and 4: aK computed from Jackson–Moreland Alignment Chart and bK computed from Duan et al.; and for load cases 5 and 6: cK computed from Jackson–Moreland Alignment Chart and dK computed from Duan et al.Back to article page