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S Construct→Distance
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Definition

The Distance routine determines point-to-point distances between features that share one or more common axes in the current Part Coordinate System.

Applying Distance

Features must share a common axis and are contained in the current Part Coordinate System. For example a 2D XY Circle shares a common axis of Y with a 2D line reporting the Y axis pierce value. The XY Cylinder Axis Pierce Point shares both the X and Y with the reported position of a 3D Sphere.

Should the distance routine determine there are no shared axes between the two features, an error will be reported. The Distance routine utilizes the current Reporting Format under the following conditions.

Reporting Formats

The reported distance values are direction sensitive. For example if we calculate the distance between several points to a plane. The distance reported will indicate whether the points are above, or below the plane.

To control the direction sign of the reported value for a distance, select the reference features in the as shown in the example here.

Distance reported in feature #6 is the calculated distance between feature #4 - #5. The result is a negative value.

To obtain a positive result, as shown in feature #9, we used feature #7 - #8.

 

 

 

 

Cartesian: Calculates the results in X, Y, and/or Z values that are parallel to the current Part Coordinate System.

Polar: Calculates the results in Radius and project angle components of 2D and 3D distance solutions. Should the distance routine determine only a 1D solution is possible, the reporting format will default to Cartesian.

Special considerations should be taken when using the Distance routine. For example the distance between two -Z planes is calculated along the Z-axis of the current Part Coordinate System. This may not reflect the desired results when the data points used to calculate the planes are taken a distance from the PCS Origin. Any parallel deviation between the planes will accentuate the distance value when projecting to the Z-axis of the PCS.

Referring to figure above, we have two established Part Coordinate Systems. PCS 1 is established on the base of the 2.000" gage block. PCS 2 is located 4.000" inches in the X direction from the right side of the gage block.

Two planes were measured, one representing the lower base and one on top of the gage block, The lower base plane was used to establish the XY PCS Base Plane for both PCS 1 and 2. The top plane had a AZ/X of 89.9943° and the AY/Z was 90.0000°. The intersection with the pierce point with the PCS1 Z Axis, d1, is reported at 1.9999". The reported pierce point on the Z axis of PCS2, d2 is 1.9995". By not having PCS localized to the actual measured surfaces we introduced 0.0004", d3, error!

The chart below illustrates the feature characteristics used in distance reporting.

  Reporting Characteristic Reporting Axis
1D Point Reported position along the Current PCS Axis. 1D
2D Point Projected 2D Point in the reported PCS Base plane. 2D
3D Point Center XYZ Reported Position. 3D
2D Circle Projected 2D Point in the reported PCS Base plane. 2D
2D Ellipse Projected 2D Point in the reported PCS Base plane. 2D
2D Line Project PCS Axis Pierce Point. 1D
3D Line PCS Base Plane Pierce Point. 2D
Plane Project PCS Axis Pierce Point. 1D
Cylinder PCS Base Plane Pierce Point. 2D
Cone PCS Base Plane Pierce Point. 2D
Sphere Center XYZ Reported Position. 3D