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HLc/2Mp

FIGURE 5.18 Comparison of strength curves for a portal frame subject to strong-axis bending with Lc/rx = 40, Ga = 0 (explicit imperfection modeling method).

FIGURE 5.19 Comparison of strength curves for a leaning column frame subject to strong-axis bending with Lc/rx = 20, Ga = 4 (explicit imperfection modeling method).

FIGURE 5.19 Comparison of strength curves for a leaning column frame subject to strong-axis bending with Lc/rx = 20, Ga = 4 (explicit imperfection modeling method).

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