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Lateral stability of the beam - assume the beam is of uniform depth — hi (safe approximation), kcrit (4.5.1.2 (EC5, 6.3.3))

Effective length of beam, ief (Table 4.2 (EC5, Table 6.1))

Critical bending stress, am.g.crit (as an approximation use equation (4.9b); EC5, equation (6.31))

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