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ProToCal > Applied surveying > Straight lines
Calculation:
Determination of points and data to trace a straight line alignment based on one point and one orientation.
Field book:
Known point of alignment:
KP
X
Y
Orientation (straight line) (g)
Stakeout Points:
KP
Station (for stake out):
X
Y
Type of user:
Select option...
Student
Final Degree Project Student
Professor or Researcher
Professional
Other
Developed by: antmozas
; jlperez
; jdelgado
y jcardena
.
© University of Jaén. Department of Cartographic, Geodetic Engineering and Photogrammetry.
Campus "Las Lagunillas" s/n. Edificio A-3. 23071. Jaén (Spain).
Polar coordinates
Rectangular coordinates
Height differences
Area
Traverse
Geometric Leveling
Inverse Intersection
Straight lines
Circular curves:
P-V-P and Radius
FT-V and Radius
FT-V-P
Chord-Sagitta
Clothoid curves
Clothoid
Clot-Circular-Clot
Parabolic vertical curves
T-V-P
P-V-P and K
Slope1-V-Slope2 & K
Rigid body 2D (4P)
Conformal 2D (4P)
Affine 2D (6P)
Polynomial 2D
Projective 2D (8P)
Flight planning
Parallax
Fiducial Center Det.
Spanish version
Blackboard
Links
System statistics