Information AboutTie Rod |
| CATEGORIES ABOUT TIE ROD | |
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A tie rod is a slender structural rod used as a Tie and (in most applications) capable of carrying Tensile loads only. __TOC__ SUBTYPES AND EXAMPLES OF APPLICATIONS
PHYSICS AND ENGINEERING PRINCIPLES In general, because the ratio of the archetypical tie rod's length to the Radius Of Gyration of its Cross Section is usually very large, it would buckle under the action of Compressive Force s. The working strength of a tie rod is the product of the allowable working stress and the rod's minimum cross-sectional area. If Threads are cut into a Cylindrical rod, that minimum area occurs at the root of the thread. Often rods are upset (made thicker at the ends) so that the tie rod does not become weaker when threads are cut into it. Tie rods may be connected at the ends in various ways, but it is desirable that the strength of the connection should be at least equal to the strength of the rod. The ends may be threaded and passed through drilled holes or Shackle s and retained by Nuts screwed on the ends. If the ends are threaded right- and left-hand the length between points of loading may be altered. This furnishes a second method for Pre-tensioning the rod at will by turning it in the nuts so that the length will be changed. A Turnbuckle will accomplish the same purpose. The ends may also be Swage d to receive a fitting which is connected to the supports. Another way of making end connections is to forge an eye or hook on the rod. A famous Structural Failure involving tie rods is the Hyatt Regency Walkway Collapse in Kansas City , Missouri , on July 17 1981 . The hotel had a large atrium with three walkways crossing it suspended from tie rods. Design and construction errors led to several of the walkways collapsing, killing 114 people and injuring over 200. SEE ALSO |
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