ERAMCA Project Reference: 609574-EPP-1-2019-1-IT-EPPKA2-CBHE-JP

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Unit12 Beam stress DSV – Torsion

From advanced textbooks, it is possible to obtain the solution for complex cross sections, as for the rectangular cross section. Shear stresses are parallel to the longer side of the cross section, their distribution is linear with zero on the x axis and the maximum magnitude on the edge.