I have some projects where I work with this coordinate system:
DHDN_3_Degree_Gauss_Zone_4
WKID: 31468 Authority: EPSG
Projection: Gauss_Kruger
False_Easting: 4500000.0
False_Northing: 0.0
Central_Meridian: 12.0
Scale_Factor: 1.0
Latitude_Of_Origin: 0.0
Linear Unit: Meter (1.0)
I usually get my data in ETRS89:
ETRS_1989_ETRS-TM32
WKID: 3044 Authority: EPSG
Projection: Transverse_Mercator
False_Easting: 500000.0
False_Northing: 0.0
Central_Meridian: 9.0
Scale_Factor: 0.9996
Latitude_Of_Origin: 0.0
Linear Unit: Meter (1.0)
Or WGS84:
GCS_WGS_1984
WKID: 4326 Authority: EPSG
Angular Unit: Degree (0.0174532925199433)
Prime Meridian: Greenwich (0.0)
Datum: D_WGS_1984
Spheroid: WGS_1984
Semimajor Axis: 6378137.0
Semiminor Axis: 6356752.314245179
Inverse Flattening: 298.257223563
Now I realised, that when I load my data into a ETSR89-project and to a Gauss-Krüger-project I have an offset of approximately 200 m between the two points. I used the transformation "DHDN_To_WGS_1984_5x" and "ETRS_1989_To_WGS_1984", respectively. (The "DHDN_To_WGS_1984_4_NTv2" does not give better results.) I found out about this using the calculate geometry function, which unfortunately calculates different WGS84 coordinates depending on the project coordinate system.
How can I make sure my data is on the right spot?