tcpMDT 25 - Reference Manual
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9.9. Convert from Cross-Sections

          This utility is used to obtain a longitudinal profile file from cross-sections. The process transforms the stations of the cross-sections into distances, to which the axis elevation of each profile is assigned, directly or interpolated.
          When you run this option, the following window will appear in which you will specify the cross-sections file, the long section file to be created and the distance to the axis.
          The longitudinal will be generated from the specified "Distance to Alignment". Considering negative values for the left of the alignment and positive values for the right of the alignment.
 
.Example:  Cross-sections and long section obtained from these. In this case, generated at zero distance, that is, in the alignment position.
 
 
 
   0.000  -18.520   43.887 TRI
   0.000  -12.750   44.291 TRI
   0.000   -8.769   44.612 TRI
   0.000    0.000   45.318 Alignment
  20.000  -17.105   44.611 TRI
  20.000  -16.140   44.670 TRI
  20.000  -11.339   44.055 TRI
  20.000   -3.832   45.434 TRI
  20.000    9.316   46.121 TRI
  40.000  -14.961   43.283 TRI
  40.000  -11.047   43.949 TRI
  40.000   -9.458   44.159 TRI
  40.000   -5.009   47.678 TRI
  40.000    0.000   48.201 Alignment
  40.000    3.462   47.503 TRI
  40.000   11.611   48.129 TRI
  40.000   17.226   48.435 TRI
  40.000   19.677   49.094 TRI
 
   0.000   45.318 Alignment
  20.000   45.634 Interpolated
  40.000   48.201 Alignment