Why compression force in tension members and why tension force in compression members developed?

Hello Everyone,

Why a compressive force developed in a bottom chord member(i.e., tension member) that attached to the supports? And why tensile force in top chord members near supports?

Please see screenshot below, 

Thank you.

Parents
  • Can you please upload the input file ? Need to look into the matter in detail .....



  • Thank you for telling how to upload files when replying.

    I am attaching an input file of that my query above, which is in .pdf format.

    Do not know how to save input file in .txt format.

  • Hello Mr. Nageshwar,

    We need the .std file ... the STAAD Input file. The file you have attached is a part of the Report which does not contain all the model related information. So please upload the .std file following the same procedure used before for uploading a file.



  • Here is how the generated member forces can be explained.

    If you look at the axial forces in the inclined braces, these are developing significant axial tension ( specially I am referring to the extreme 3 on each side ). The amount of axial tension in these braces increase significantly as we go from the center towards the two ends. As you can imagine, the axial tension in these braces is going to introduce axial compression at the center of the top chord. Now as you start moving away from the center and go towards each end, the tension in these braces would cause more and more tension to develop in the top chord eventually resulting in axial tension at the end members of the top chord.

    Similarly for the bottom chord, the member at the center is subjected to axial tension and then as we start moving towards to the two ends, the axial compression being introduced into the bottom chord by tension force in these braces, starts reducing the axial tension in bottom chord members, eventually resulting in compression at the ends.

    On a different note, you do have a duplicate PERFORM ANALYSIS command in your file which you may want to take out.      



Reply
  • Here is how the generated member forces can be explained.

    If you look at the axial forces in the inclined braces, these are developing significant axial tension ( specially I am referring to the extreme 3 on each side ). The amount of axial tension in these braces increase significantly as we go from the center towards the two ends. As you can imagine, the axial tension in these braces is going to introduce axial compression at the center of the top chord. Now as you start moving away from the center and go towards each end, the tension in these braces would cause more and more tension to develop in the top chord eventually resulting in axial tension at the end members of the top chord.

    Similarly for the bottom chord, the member at the center is subjected to axial tension and then as we start moving towards to the two ends, the axial compression being introduced into the bottom chord by tension force in these braces, starts reducing the axial tension in bottom chord members, eventually resulting in compression at the ends.

    On a different note, you do have a duplicate PERFORM ANALYSIS command in your file which you may want to take out.      



Children