26 
Measurement for determining the corrections of the 
interior and exterior orientations in A7 autographs 
Organization: RAK I 1 I ] I Date: I 16] flKdl ' |6|5i~ Operator: 
Recorder: Kaasila Instrument: A (Tj- [fc Ill5l Projector: 
Grid No: [ 1*31711 
F prm 
Kaasila 
Left 
Location of the 
points in the 
projector from 
above 
(a' = 100.000 mm) 
uX = x * X 
. measured given 
dy = y - y° 
' 'measured 'given 
C = the centre cross of 
the picture carrier 
x, . =500. 150 mm 
ogiven 
base = 0.000 mm 
by = bz ~ 0.000 mm 
<p = u> = 100,000 
c = 150.000 mm 
y = 500» 200mm 
5given 
A7:l 
EE 
Plane HI 
2 = 
200.000 
mm 
Height (Ba) 
= 200.000 1 mm a = 
133.333 
mm 
Point 
X ’ 
measured 
dx' = 
^measured 
dy' = 
0.750dv 
1 
2 
Average 
X 
given 
dx 
1750dx 
1 
2 
Average 
y . 
given 
dy 
11 
166.7^n 
7 60 
766 
817 
-6? 
—46 
166.800 
790 
795. 
867 
-22.. 
1 -54 
12 
600.11? 
1 10 
1 11 
160 
-19 
-14 
166.810 
818 
814 
867 
-51 
! -40 
13 
611.606 
600 
601 
483 
20 
16 
166.814 
822 
818 
867 
.. -49 
.-=32.4 
14 
166.746 
718 
742 
817 
-76 
-66 
1 600.166 
162 
164 
200 
-36 
! -27 ¡1 
15 
600.126 
110 
118 
160 
-32 
-24 
600.190 
184 
187 
200 
-13 
-10 |: 
C 
600.000 
990 
996 
1160 
-166 
-116 
600.082 
O84 
081 
200 
.-r-llJL. 
-88 
16 
611.600 
482 
491 
481 
8 
6 
600.196 
196 
196 
200 
-4 
-3 
7 7 
166.740 
740 
740 
817 
-77 
-68 
611.620 
520 
520 
533 
-13-, 
-10! 
18 
600.10? 
110 
106 
160 
-44 
-11 
633.640 
544 
542 
,,533- 
su 
zi 
19 
633.478 
47° 
474 
483 
-9 
-7 
633.550 
554 
552 
533 
1£ 
14 il 
z 
6066 
6600 
-446 
-111 
2 
4671 
5000 
-329 
-248 ! 
-446 
-334 
-329 
-247 i 
Plane ITI 
z 0 = 
300.000 
mm 
Height (Ba) 
3 100.000 mm a = 
200.000 
mm 
Point 
X measured 
dx' = 
y 
J measured 
dy'= | 
1 
2 
Average 
x . 
given 
dx 
Q.500dx 
1 
2 
Average 
y giyen... 
^ 
0.500dv! 
21 
300.180 
160 
170 
160 
20 
10 
300.192 
176 
184 
200 
-16 
. -8! 
22 
600.192 
200 
196 
160 
461 
23 
100.190 
200 
195 
200 
-2] 
23 
700.218 
220 
219 
160 
69 
74 
300.220 
224 
222 
200 
22 i 
24 
100.114 
1 14 
1 14 
1 60 
-16 
-8 
600.200 
200 
200 
200 
0 
0.1 
25 
600.182 
1 6? 
172 
160 
22 
11 
600.210 
210 
220 
200 
20 
10 i 
Q 
499.994 
988 
991 
1160 
-169 
-80 
600.074 
062 
068 
200 
-132- 
-66 
26 
700.190 
178 
184 
160 
34 
17 
600.240 
244 
242 
200 
42 
21 1 
27 
100.140 
140 
140 
160 
-10 
-6 
700.224 
230 
227 
200 
27 
14 j 
28 
600.140 
1 68 
149 
160 
-1 
0 
700.266 
252 
254 
200 
54^ 
27 1 
29 
700.170 
166 
168 
160 
18 
.9, 
700.254 
260 
257 
200 
57 
““2tT 
2 
2621 
2600 
21 
11 
2 
2069 
2000 
69 
35 
23 
11 
. 69 
.35 
Plane CD 
z = 400.000 
mm 
Height (Ba) 
= 0.000 mm a = 266.667 
mm| 
Point 
X measured 
dx' = 
1375dx 
y 
J measured 
r 
dy' = 
1375dv 
1 
2 
Average 
x . 
given 
dx 
1 
2 
Average 
y . 
'given 
dv |( 
31 
211.664 
660 
662 
488 
69 
26 
233.520 
518 
519 
533 
-14 jl 
-5 
32 
600.?l8 
264 
246 
150 
96 
36 
233.550 
544 
547 
533 
14 i 
5 
33 
766.926 
962 
919 
817 
122 
46 
233.562 
,574 
568 
533 
35 i 
13 
34 
211.61 6 
61 6 
616 
481 
11 
12 
500.230 
230 
230 
200 
30! 
11 1 
35 
600.212 
216 
224 
160 
74 
28 
500.272 
250 
261 
200 
61 1 
23 
C 
499.984 
980 
982 
1160 
-168 
-63 
500.070 
058 
064 
200 
-116 ! 
...-■5-lJ 
36 
766.896 
910 
901 
817 
86| 
32 
600.284 
274. 
279 
200 
79 jl 
....30 j 
37 
211.610 
610 
610 
483 
27 
10 
766.918 
936 
867 
69 !i 
28 ! 
38 
600.180 
198 
189 
160 
39 
16 
766.960 
968 
964 
867 
97 i 
36 ! 
39 
766.882 
880 
881 
817 
64 
24 
766.960 
968 
964 
867 
97 ¡1 
36|| 
2 
6942 
6600 
442 
166 
2 
5332 
5000 
.332 i 
126 ! 
ZM 
166 
1 
332 | 
125 1