Survey Calculations
Joins
Polars
Resections
Cut
Area
Consistencies
Intersection
Coordinates, Bearing/bearing or Distance/Distance with least squares.
Traverse
Maximum of 70 legs
Meaning of forward and backward observations
Outside orientation at any setup with automatic adjustment of all observations back to previous setup where orientation was observed.
Final adjustment using Bowditch.
Trig heighting
Individual height
Height Resection
Height Traverse
Eccentric setup (Reverse Polar)
Eccentric reductions
Tacheometric reductions
Single Point Least squares solution
2D Helmert Transformations
Alignment
Road Splay and Road Street
Conversions
Lo to Lo, Lo to Geographical, Geographical to Lo
(Clarke 1880 and WGS84)
Curves
Horizontal alignment, circular with or without transition curve calculations
Points on a line at predetermined distances.
Recording of all calculation steps in a calculation file for printing after the job is complete
Printing of coordinate file.
The image right is a sample of the printout of the co-ordinated file.
Contact M.Software for further information, technical support and prices