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Panel Stress - data

Returns information concerning values of stress data in structure panels.

RSA_PANEL_STRESS_DATA (Information type, Stress type, Extremum type, Results parameters, Element type, Element no. (panel / node), Case no., Layer for stresses, Layer relative value, Direction X, Direction Y, Direction Z )

The RSA_PANEL_STRESS_DATA formula syntax has the following arguments:

Information type

The following types of information are available:
  • PANEL_NO

    returns a panel no.

  • NODE_NO

    returns a node no.

  • ELEMENT_NO

    returns an element no.

  • CASE_COMPONENT_NO

    returns a number of the case component in the combination

  • CASE_NO

    returns a case no.

  • EXTREMUM

    returns a force value for the extremum found

Note: If you type an argument in the formula manually, enclose the text in quotation marks. You can also select or type a cell address (for example A1) which the data will be loaded from.

stress type

The following types of forces are available:

  • COMPLEX_S_MISES

    Complex stress

  • DETAILED_PNORM

    Stress Z

  • DETAILED_SXX

    Stress XX

  • DETAILED_SXY

    Stress XY

  • DETAILED_SYY

    Stress YY

  • DETAILED_TXX

    Shear stress XX

  • DETAILED_TYY

    Shear stress YY

  • PRINCIPAL_S1

    Principal stress 1

  • PRINCIPAL_S1_2

    Principal stress 1-2

  • PRINCIPAL_S2

    Principal stress 2

  • PRINCIPAL_SAL

    Principal stress angle

  • PRINCIPAL_T1_2

    Principal shear stress 1-2

  • REDUCED_SE

    Reduced normal stress (sRe)

  • REDUCED_SO

    Reduced normal stress (sRo)

  • REDUCED_T

    Reduced shear stress

  • REDUCED_TY

    Reduced shear stress in a panel plane Y (TRy)

  • REDUCED_TZ

    Reduced shear stress Z outside a panel plane (TRz)

Note: If you type an argument in the formula manually, enclose the text in quotation marks. You can also select or type a cell address (for example A1) which the data will be loaded from.

Extremum type

The following types of extremum are available:

  • MAX

    maximum value

  • MIN

    minimum value

Note: If you type an argument in the formula manually, enclose the text in quotation marks. You can also select or type a cell address (for example A1) which the data will be loaded from.

Results parameters (optional)

The following types of extremum are available:

  • SMTH_PANEL

    Smoothing within a panel

  • SMTH_GLOBAL

    Global smoothing

  • SMTH_SEL

    Smoothing according to the selection

  • IN_CENTERS

    Results in element centers

Note: If you type an argument in the formula manually, enclose the text in quotation marks. You can also select or type a cell address (for example A1) which the data will be loaded from.

Element type

The following types of element are available:

  • PANELS

    Element no. parameter points to panels

  • NODES

    Element no. parameter points to nodes

Note: If you type an argument in the formula manually, enclose the text in quotation marks. You can also select or type a cell address (for example A1) which the data will be loaded from.

Element no.

The following input methods are available:

  • Number - for element type PANELS, panels selection, for NODES, nodes selection.
  • Cell address - select or type a cell address (for example A1) which the data will be loaded from.
  • Graphical selection - select this option in the dialog or type "@".
Note: If panels are selected graphically in Autodesk Robot Structural Analysis Professional, then the program returns information for the first panel selected.

Case no.

The following input methods are available:

  • Text - type a text (any character string) and enclose it in quotation marks, for example: "ALL" - all cases in the project or "1 2 3" - specified list of cases
  • Number - type an integer
  • Cell address - select or type a cell address (for example A1) which the data will be loaded from
  • Graphical selection - select this option in the dialog or type "@" (cases which are selected graphically in Autodesk Robot Structural Analysis Professional are taken into account)

Layer for stresses (optional)

The following types of element are available:

  • UPPER

    Upper

  • LOWER

    Lower

  • MIDDLE (default)

    Middle

  • ARBITRARY

    Arbitrary - the "Layer relative value" must be specified

Layer relative value (optional)

Relative value for 0 to 1 for the arbitrary layer.

Directional vector - X (optional)

Coordinate X of directional vector for local X axis.

Directional vector - Y (optional)

Coordinate Y of directional vector for local X axis.

Directional vector - Z (optional)

Coordinate Z of directional vector for local X axis.

Parent topic: Formula list - Robot Structural Analysis

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