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you may have 2 kinds of failures. there is the buckling and the bending. in the bending there is compression and tension, while in the buckling there i torsion and shear. if the beam is restrained but not stiffened you may have Lateral Torsional Buckling, but if it is restrained and stiffened throughout, then you will have Tension Field Action and this would result in a higher load durability.

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