Check for biaxial bending

[Proof: Section is symmetrical and MRdz > 98.5 kNm.

Assuming ey / ez > 0.2 and biaxial bending is critical, and assuming exponent a = 1 as a worst case for load case 2:

(MEdz/MRdz)a + (MEdy/MRdy)a = (21.4/98.5)1 + (68.7/98.5)1 <Exp. (5.39)>

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