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The study concentrates on the examination of equations for the column effective length factor K specified in the Commentary of ACI 318-11 (JAlignmentreland Alignment Chart) and K proposed by Duan et al. (1993), which are used for computing the column slenderness effect from the ACI moment magnifier approach.
Almost 3,000 simple reinforced concrete frames in the shape of an inverted T, shown in Fig. 1, were simulated to evaluate the influence of the effective length factor K specified in the Commentary of ACI 318-11 and used in the moment magnifier method for determining the ultimate strength of columns that are part of braced (non-sway) frames subjected to short-term loads.
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