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NotationNotations

W_{el, min=} Minimum elastic section modulus
W_{eff, min} = Minimum effective section modulus
W_pl = Plastic section modulus
M_Ed= Design bending moment
M_c, _Rd = Design resistance for bending about one principal axis of a cross-section
f_y= Yield strength
Y_MO = partial factor for resistance of cross-sections whatever the class is
Y_MI = partial factor for resistance of members to instability assessed by member checks
Y_M2 = partial factor for resistance of cross-sections in tension to fracture

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