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5.4: Assumptions in Truss Analysis

  • Page ID
    42964
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    1. Members are connected at their ends by frictionless pins.
    2. Members are straight and, therefore, are subjected only to axial forces.
    3. Members’ deformation under loads are negligible and of insignificant magnitude to cause appreciable changes in the geometry of the structure.
    4. Loads are applied only at the joints due to the arrangement of members.

    This page titled 5.4: Assumptions in Truss Analysis is shared under a CC BY-NC-SA 4.0 license and was authored, remixed, and/or curated by René Alderliesten (TU Delft Open) via source content that was edited to the style and standards of the LibreTexts platform; a detailed edit history is available upon request.