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Fig. 12 | International Journal of Concrete Structures and Materials

Fig. 12

From: Effective Length of Reinforced Concrete Columns in Braced Frames

Fig. 12

Effects of variables on strength ratios for load cases 5 and 6 (n = 1,520) calculated using K from Jackson–Moreland Alignment Chart with EI from ACI equation: a end eccentricity ratio (e/h); b column end moment ratio (M1/M2); c slenderness ratio (Kℓ/r); and with EI from nonlinear equation; d end eccentricity ratio (e/h); e column end moment ratio (M1/M2); f slenderness ratio (Kℓ/r).

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