Computer Modelling: Connections and Interpretation
    Lecture 16

    Arch 324/524, Introduction to Structural Design, University of Virginia
    Copyright © 1996-2000 Kirk Martini. Last Modified Wed Mar 21, 09:24 AM
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    • Review Points


    Further topics in Computer analysis

    • Actions

      • Temperature Changes

      • Support movement

    • Modelling the structure

      • Connections

        • Element end releases

    • Interpretation

      • Reading and understanding results.

        • Checking statics.

        • Looking at force distributions.

        • Isolating a member for detailed study.

    Statically Determinate vs. Indeterminate Structures

    • Statically determinate: A structure where there is a unique set of reactions and distribution of internal forces which satisfy equilibrium.

      • Mathematically, this means that the number of unknown quantities equals the number of equations.

    • Statically indeterminate: A structure where there is are multiple sets of reactions and distributions of internal forces which satisfy equilibrium.

      • Mathematically, this means that the number of unknown quantities is greater than the number of equations.

      Differences between determinate and indeterminate structures

      • In a determinate structure, the force distribution does not change as a result of changing member sizes, temperature changes, or support movements.

        • This is very good for very large structures that may experience large movements due to temperature.

        • Good for structures that may experience differential foundation movement.

        • A determinate structure has no redundancy.

          • The failure of a single element of connection leads to some form of collapse.

      • In an indeterminate structure, the force distribution is sensitive to changing member sizes, temperature, and support movement.

      • In an indeterminate structure, when members deflect together, the stiffer elements provide more resistance

        • This is the principle of relative stiffness.

          • Stiffer elements tend to attract more load.

    Arch 324/524, Introduction to Structural Design, University of Virginia
    Copyright © 1996-2000 Kirk Martini. Last Modified Wed Mar 21, 09:24 AM
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