Structural element




Structural elements are used in structural analysis to split a complex structure into simple elements. Within a structure, an element cannot be broken down (decomposed) into parts of different kinds (e.g., beam or column).[1]


Structural elements can be lines, surfaces or volumes.[2]


Line elements:




  • Rod - axial loads


  • Beam - axial and bending loads


  • Struts or Compression members- compressive loads


  • Ties, Tie rods, eyebars, guy-wires, suspension cables, or wire ropes - tension loads


Surface elements:




  • membrane - in-plane loads only


  • shell - in plane and bending moments

    • Concrete slab

    • deck




  • shear panel - shear loads only


Volumes:


  • Axial, shear and bending loads for all three dimensions


See also



  • Load-bearing wall

  • Stressed member engine

  • Element Structures



References





  1. ^ Waddelln Alexander Low Waddell (1916). Bridge Engineering - Volume 2. New York: John Wiley & Sons, Inc. p. 1958. Retrieved 2008-08-19..mw-parser-output cite.citation{font-style:inherit}.mw-parser-output .citation q{quotes:"""""""'""'"}.mw-parser-output .citation .cs1-lock-free a{background:url("//upload.wikimedia.org/wikipedia/commons/thumb/6/65/Lock-green.svg/9px-Lock-green.svg.png")no-repeat;background-position:right .1em center}.mw-parser-output .citation .cs1-lock-limited a,.mw-parser-output .citation .cs1-lock-registration a{background:url("//upload.wikimedia.org/wikipedia/commons/thumb/d/d6/Lock-gray-alt-2.svg/9px-Lock-gray-alt-2.svg.png")no-repeat;background-position:right .1em center}.mw-parser-output .citation .cs1-lock-subscription a{background:url("//upload.wikimedia.org/wikipedia/commons/thumb/a/aa/Lock-red-alt-2.svg/9px-Lock-red-alt-2.svg.png")no-repeat;background-position:right .1em center}.mw-parser-output .cs1-subscription,.mw-parser-output .cs1-registration{color:#555}.mw-parser-output .cs1-subscription span,.mw-parser-output .cs1-registration span{border-bottom:1px dotted;cursor:help}.mw-parser-output .cs1-ws-icon a{background:url("//upload.wikimedia.org/wikipedia/commons/thumb/4/4c/Wikisource-logo.svg/12px-Wikisource-logo.svg.png")no-repeat;background-position:right .1em center}.mw-parser-output code.cs1-code{color:inherit;background:inherit;border:inherit;padding:inherit}.mw-parser-output .cs1-hidden-error{display:none;font-size:100%}.mw-parser-output .cs1-visible-error{font-size:100%}.mw-parser-output .cs1-maint{display:none;color:#33aa33;margin-left:0.3em}.mw-parser-output .cs1-subscription,.mw-parser-output .cs1-registration,.mw-parser-output .cs1-format{font-size:95%}.mw-parser-output .cs1-kern-left,.mw-parser-output .cs1-kern-wl-left{padding-left:0.2em}.mw-parser-output .cs1-kern-right,.mw-parser-output .cs1-kern-wl-right{padding-right:0.2em}


  2. ^ Ryal, M.J.; Parke, G.A.R.; Harding, J.E. (2000). The Manual of Bridge Engineering (Google books (preview)). London: Thomas Telford. p. 98. ISBN 978-0-7277-2774-9. Retrieved 2009-04-12.









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