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1.4. Space Truss Systems Space truss A space truss is the three-dimensional counterpart of the plane truss described previously. The idealized space truss consists of rigid links connected at their ends by ball-and-socket joints. Whereas a triangle of pin-connected bars forms the basic noncollapsible unit for the plane truss, a space truss, on the other hand, requires six bars joined at their ends to form the edges of a tetrahedron as the basic noncollapsible unit.

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Truss Systems

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    Space truss

    A space truss is the three-dimensionalcounterpart of the plane truss describedpreviously. The idealized space trussconsists of rigid links connected at theirends by ball-and-socket joints.

    Whereas a triangle of pin-connectedbars forms the basic noncollapsible unitfor the plane truss, a space truss, onthe other hand, requires six bars joinedat their ends to form the edges of atetrahedron as the basicnoncollapsible unit.

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    s TRUSS GIRDERS WITH PARALLEL CHORDS

    For truss girders, it is common, to use the same static systems as for beamgirders. The most commonly used static systems are:

    Simply supported beam, Continuous beam, Cantilever beam, Arch girder, Gerber girder rarely

    Depending on the type of static system, function of girder, type of structure andload intensity, truss girders may have different shapes and dimensions. Theirshape is defined by geometry of chords or external contour of girder. Thereforecommon types of truss girders are:

    PRATT TRUSS(flat)

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    WARREN TRUSS(modified)

    WARREN TRUSS

    WARREN TRUSS(modified)

    TRUSS GIRDERS WITH PARALLEL CHORDS

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    s TRUSS GIRDERS AS BRACING SYSTEM

    DIAMOND TRUSS(modified)

    DIAMOND TRUSS

    K TRUSS

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    s BRIDGE TRUSSES

    BRIDGE TRUSS(large spans)

    X TRUSS

    BRIDGE TRUSS(large spans)