Theoretical Minimum AISC Recommend $L_e = L$ $L_e = 0.707L$ $L_e = 0.5L$ $L_e = 1.2L$ $L_e = 2L$ $L_e = L$ $L_e = 0.80L$ $L_e = 0.65L$ $L_e = 1.2L$ $L_e = 2L$ Equivalent column lengths for various end conditions. Source: From Manual of Steel Construction, 7th ed., American Institute of Steel Construction, Inc., New York, 1970, pp. 5-138. FIGURE 5.27
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The figure mentioned, Figure 5.27, likely shows a graph or table displaying the minimum theoretical equivalent column lengths for various end conditions. These lengths are determined according to the 7th edition of the American Institute of Steel Construction Show more…
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