? 
g/ CALCUL DES PERTURBATIONS 
QE 
u 
55 | 2525418 350°|— 4.69 |— 3.22 
55 25324.1 351 4.50 3. 
55 | 25392.4 352 4.30 3. 
35 25459.6 353 4.17 3 
4 25525.7 354 3.92 3. 
4 | 25590.8 355 3.73 2 
3 | 25654.8 356 3.55 D. 
2 25717.8 357 3.37 2. 
» 25779: 358 3.21 5 
25840. 4 359 3.03 2. 
| 25900 .3 360 2.86 2. 
| | 25959.1 36: 2.69 2. 
’ 26016.7 362 2.53 2. 
3.70 4.40 | 26073.4 363 2.37 2 
13.00 4.44 | 26129.0 364 2.22 2. 
13.23 4.43 | 26183.6 365 2.07 2. 
12.05 4.4r | 26237.2 366 1.93 2. 
12.08 4.39 | 26289.7 367 1.78 2. 
12.41 4.37 | 26341.2 368 1.68 _ 
12.14 4.35 | 2639r1.7 369 1.01 2. 
11.97 4.33 264411 370 1.38 2. 
11.60 4.31 | 26/489.6 371 1.25 2. 
11.33 4.28 | 26537.0 372 1.13 re 
11.06 4.26 | 26583.5 373 1.01 TÉ 
10.80 4.23 26629. 0 374 0.90 r& 
10.55 4.21 26673.4 375 0.79 ne 
10.28 4.18 26716.9 376 0.65 Te 
10.02 4.15 | 267594 377 0.58 ne 
9-76 4.12 26801.0 378 0.52 1. 
9.51 4.08 26841 6 379 0.39 a 
9.25 4.06 | 2688r.2 380 0.30 1. 
9 00 4.02 | 26919. 381 o.21 F. 
5.75 3.99 26057. È 382 0.13 "ie 
8.51 3.95 | 26994.5 383 |— 0.05 He 
8.26 3.92 | 27030.4 384 |+ 0.02 x. 
3.02 3.68 | 27065.3 385 0-09 1. 
7.78 3.84 | 27099.4 386 0.15 0. 
7 94 3.80 27132.6 387 o.21 0. 
7.31 3.77 | 27164.9 388 0.27 0 
7:07 3.72 | 27196.3 389 0.32 0. 
6.84 3.68 27226.9 390 0.36 0. 
6.62 3.64 | 27256.6 391 0.40 0. 
6.39 3.60 | 27285.4 392 0.44 0. 
6.17 3.0) 27313.4 393 0.48 0. 
5.95 3.51 27340.6 394 0.50 o 
5.73 3.46 | 27367.0 399 0.53 0. 
5.52 3 4x 27392.5 396 0.55 0. 
5.8x 3.37 27417.3 397 0.56 0. 
5.10 3.32 | 27441.3 398 0,58 0. 
4.90 3.27 | 27404.5 399 0.58 0. 
0. 
