| http://www.w3.org/ns/prov#value | - but only if the ends were simply supported, not for example if they are clamped against rotation around an horizontal axis).Hence the torsion you get when the beams are restrained in rotation is an hyperstatic load that will depend on the relative stiffness in torsion of the beam to that of the support.I suppose you could assume there is no torsional restraint, as otherwise a really stiff support
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