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ELASTIC (EULER) BUCKLING 1.2. Assumptions EFFECTIVE LENGTHS IN DIFFERENT DIRECTION:

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Truss Systems

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  • ELASTIC (EULER) BUCKLING1

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    EFFECTIVE LENGTHS IN DIFFERENT DIRECTION:

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    The basic element of a plane truss is the triangle.Three bars joined by pins at their ends, constitute arigid frame. The term rigid is used to meannoncollapsible and also to mean that deformation ofthe members due to induced internal strains isnegligible.

    Main Philosophy

    On the other hand, four or more bars pin-jointed to form a polygon constitute anonrigid frame. By adding a diagonal bar joining A and D or B and C formingtwo triangles nonrigid frame becomes rigid.

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    If three members are pin connected at their ends they forma triangular truss that will be rigid. Attaching two moremembers and connecting these members to a new joint Dforms a larger truss. This procedure can be repeated asmany times as desired to form an even larger truss. If atruss can be constructed by expanding the basic triangulartruss in this way, it is called a simple truss.

    Simple truss

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    Simple truss

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    Space truss

    Although a great majority of trusses can be analyzed as plane trusses, there aresome truss systems, such as transmission towers and latticed domes, that cannotbe treated as plane trusses because of their shape, arrangement of members, orapplied loading. Such trusses, which are called space trusses, are analyzed asthree-dimensional bodies subjected to three-dimensional force systems.