Package for Machine Design

Finite Element Analysis in Structural Mechanics

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Node coordinates

Node coordinates are described in the name.i1 file using one or more XY batches:

XY C IN$_1$ $x_{\mathtt{IN}_1}$ $y_{\mathtt{IN}_1}$ $z_{\mathtt{IN}_1}$ $\dots$ C IN$_n$ $x_{\mathtt{IN}_n}$ $y_{\mathtt{IN}_n}$ $z_{\mathtt{IN}_n}$

or

XY N IN$_1$ $\dots$ IN$_n$ X $x_{\mathtt{IN}_1}$ $\dots$ $x_{\mathtt{IN}_n}$ Y $y_{\mathtt{IN}_1}$ $\dots$ $y_{\mathtt{IN}_n}$ Z $z_{\mathtt{IN}_1}$ $\dots$ $z_{\mathtt{IN}_n}$

The first batch form is used to write the coordinates of $n$ nodes by rows. Each node corresponds to one C group.

The second batch form is used to write the coordinates of $n$ nodes by columns. In this case, the compact data notation can easily be used, see the Reference Manual.

Both forms of batches can be combined freely; nodes may be defined in any order within a single batch, and node definitions may be repeated. A coordinate specified later overwrites one specified earlier. Midside nodes do not need to be written if they lie on a straight edge; if the coordinates of such nodes are missing, the program automatically calculates them by linear interpolation from the adjacent corner nodes. The coordinates are automatically multiplied by the $\mathtt{SCALE}$ scale factor; for example, the value $\mathtt{SCALE}=0.001$ means that all coordinates are given in millimeters.

$\mathtt{IN}_i$The number of the $i$-th node, $1\le\mathtt{IN}_i\le{}$$\mathtt{NNOD}$.
$x_{\mathtt{IN}_i},y_{\mathtt{IN}_i},z_{\mathtt{IN}_i}$The coordinates of the $i$-th node in the global Cartesian coordinate system. In 2D problems, the $z$ coordinate is not written.
Note
The XY batch can have any number of continuation lines. Data are written from column 3 to column 72 (the first two columns are generally reserved for two-letter batch names), see the Reference Manual.