Errors in Gimbal Axes
by
J. HOTHMER
International Training Centre for Aerial Survey, Delft.
When adjusting instruments it is sometimes doubtful whether the residual projection
«en still be reduced and by what means. The residual projection errors may be due
ii urces of errors. As in all high precision instruments one or more gimbal axes
Jl mr the accuracy of projection, it seems useful to derive some formulas for
EY the gimbal axis and to demonstrate their effect on the projection.
e E ublieation has not been written with the intention to encourage the user to
n NT axes by himself, but only to help him analyzing residual projection errors.
di : an adjustment is unavoidable, yet if the adjustment instruction book of the
i indicates that it can not be carried out by the user himself, then it should be left
m a competent specialist of the factory. If the projection errors (as caused by
i : the different gimbal axes) do not exceed 0,01 mm, we get from the following
ms " n the requirement that the various errors e, in gimbal axes must be adjusted
cu mean square error of 3 u. If this precision can be obtained, then the adjustment
ih be made by a specialist of the
qun
eo
fury only. Zz
| Derivation of a formula for the
projection errors.
(is the center of the gimbal axis ^ D
sem The secondary axis has an " p
wentricity e,. The projection ray B,B ; o^
ifersects the xy-plane of the gimbal ce" es U- >
ais system in point B, off the pri- t ‘ A. >
nary rotation axis for the eccentricity ET IMG Y |^. ix
«ad off the secondary rotation axis OXAS a
fir the eccentricity e..
Fig. 1
Fig. 2 represents a cross section
parallel to the zy-plane, showing the
situation after a rotation « around
the primary axis. The projection ray
occupies a position BB. Fis. 3 do-
monstrates the si-
S. S 7^ tuation after a
v. rotation f around
NE | era x
the secondary
axis. The projec-
tion ray occupies
a position B,"B^.
We read from
fig. 2 and 3
Ay = GR =
AI Kae