Local Axes - Frames

Form: Frame Assignment - Local Axes

By default the local 1-axis of a frame object extends from the i-end of the element to the j-end. The default orientation of the local 2 and 3 axes depends on the frame-type (column, beam or brace) and in some instances the orientation of the frame element itself.

Note:  Use the View menu > Set Display Options command to access the Set Building View Options form; then check the Shell Local Axes and Frame Local Axes check boxes in the Object View Options area of the form to display both shell and frame object axes. When local axes are displayed on the screen, local axis 1 is red, local axis 2 is white and local axis 3 is blue, always. This is the same order as the colors of the American flag: red, white and blue. Another way to display local axes orientation on the screen is to check the Extrusions check box in the Special Effects area of the Set Building View Options form.

The default local axes orientation for frame objects is different for

Redefine the orientation of the local 2 and 3 axes of a frame object by rotating them about the local 1-axis as follows:

  1. Select the frame object.

  2. Select the Assign menu > Frame > Local Axes command to access the Frame Assignment - Local Axes  form. Choose the desired parameters for the bullet items that follow step 3.

  3. Click the Apply button. Any previously assigned local axis will be replaced by this assignment.

    When the Apply button is used, the Frame Assignment - Local Axes form will remain open until it is closed by clicking the Close button. This allows selection of another frame object(s), to which a different assignments can be made.

    If only one assignment  is being made to only one set of selected objects, the
    OK button can be used to both apply the assignment and close the form.

The vertical frame object major direction is the same as the local 2-axis direction (which is also the same as the minor axis).  Each of the options sets the Local 2 axis in the X, Y, Radial, or Tangential direction, depending on the option selected.  Loads acting in the major direction cause M3 bending and V2 shear. In a wide flange member, this corresponds to bending resisted by the flanges and shear resisted by the web.

 

See Also

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