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  2. Truss - Wikipedia

    en.wikipedia.org/wiki/Truss

    When =, the truss is said to be statically determinate, because the (m+3) internal member forces and support reactions can then be completely determined by 2j equilibrium equations, once we know the external loads and the geometry of the truss. Given a certain number of joints, this is the minimum number of members, in the sense that if any ...

  3. Cremona diagram - Wikipedia

    en.wikipedia.org/wiki/Cremona_diagram

    Cremona diagram for a plane truss. The Cremona diagram, also known as the Cremona-Maxwell method, is a graphical method used in statics of trusses to determine the forces in members (graphic statics). The method was developed by the Italian mathematician Luigi Cremona.

  4. Zero force member - Wikipedia

    en.wikipedia.org/wiki/Zero_force_member

    If a joint in a truss has only two non-collinear members and no external load or support reaction is applied at that joint, then both members are zero-force members. If three members form a joint and two of these members are collinear while the third member is not, and no external load or support reaction is applied at the joint, the third non ...

  5. Direct stiffness method - Wikipedia

    en.wikipedia.org/wiki/Direct_stiffness_method

    Each element is then analyzed individually to develop member stiffness equations. The forces and displacements are related through the element stiffness matrix which depends on the geometry and properties of the element. A truss element can only transmit forces in compression or tension.

  6. Flexibility method - Wikipedia

    en.wikipedia.org/wiki/Flexibility_method

    Equations and are the solution for the primary system which is the original system that has been rendered statically determinate by cuts that expose the redundant forces . Equation ( 5 ) effectively reduces the set of unknown forces to X {\displaystyle \mathbf {X} } .

  7. Statically indeterminate - Wikipedia

    en.wikipedia.org/wiki/Statically_indeterminate

    If, in addition, the support at A is changed to a roller support, the number of reactions are reduced to three (without H A), but the beam can now be moved horizontally; the system becomes unstable or partly constrained—a mechanism rather than a structure.

  8. Free body diagram - Wikipedia

    en.wikipedia.org/wiki/Free_body_diagram

    In physics and engineering, a free body diagram (FBD; also called a force diagram) [1] is a graphical illustration used to visualize the applied forces, moments, and resulting reactions on a free body in a given condition. It depicts a body or connected bodies with all the applied forces and moments, and reactions, which act on the body(ies).

  9. Structural analysis - Wikipedia

    en.wikipedia.org/wiki/Structural_analysis

    The second diagram is the loading diagram and contains the reaction forces from the joints. A simple triangular truss with loads imposed . Since there is a pin joint at A, it will have 2 reaction forces. One in the x direction and the other in the y direction. At point B, there is a roller joint and hence only 1 reaction force in the y direction.