Article | REF: C2690 V1

Steel structures - Pathology of steel structures

Author: Jacques MAYÈRE

Publication date: November 10, 1992

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4. Design or engineering errors

4.1 Truss beams

  • No triangulation

    Theoretical calculations can lead to the definition of a zero shear force in lattice girder panels (figure ). The elimination of triangulation in these panels creates a serious risk if a secondary parasitic force appears or if the loading is not perfectly symmetrical. On this subject, refer to article 5.202-1 of the CM 66 Rules, which defines a minimum shear force to be taken into account for floor or roof beams.

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