1. Bending strength: M_Ed <= φ · Wy · fy (EC3 §6.2.5) 2. Shear strength: V_Ed <= φ · (Av · fy / √3) (EC3 §6.2.6) 3. Deflection limit: δ_max <= L / 300 (SLS) 4. Lateral-torsional buckling is ignored ...

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