Tab. 1.2. Zestawienie wyników analizy drogi krytycznej metodą CPM dla grafu rys. 1.13
trwania k |
początki |
końce |
całkowity | |||
Ki |
najwcześniejszy możliwy |
najpóźniejszy dopuszczalny |
najwcześniejszy możliwy |
najpóźniejszy dopuszczalny |
zc | |
1-2 |
1 |
0 |
0 |
1 |
1 |
0 |
2-3 |
4 |
1 |
1 |
5 |
5 |
0 |
2-4 |
5 |
1 |
3 |
6 |
8 |
2 |
3-4 |
2 |
5 |
6 |
8 |
8 |
1 |
3-7 |
4 |
5 |
5 |
9 |
9 |
0 |
4-10 |
6 |
7 |
8 |
13 |
14 |
1 |
5-6 |
3 |
1 |
4 |
7 |
7 |
3 |
5-7 |
5 |
1 |
4 |
6 |
9 |
3 |
6-8 |
5 |
4 |
7 |
6 |
12 |
3 |
7-9 |
3 |
9 |
9 |
12 |
12 |
0 |
9-11 |
6 |
12 |
12 |
18 |
18 |
0 |
10-11 |
4 |
13 |
14 |
18 |
18 |
1 |
10-12 |
3 |
13 |
15 |
18 |
18 |
2 |
11-13 |
3 |
18 |
18 |
21 |
21 |
0 |
12-13 |
3 |
16 |
18 |
19 |
21 |
2 |
13-14 |
3 |
21 |
21 |
24 |
24 |
0 |
14-15 |
2 |
24 |
21 |
24 |
26 |
0 |
Tab. 1.3. Zestawienie danych do analizy czasowo-kosztowcj CPM-COST.
nr |
i |
j |
tij = tn |
V |
K„ |
KRr |
SU |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
1 |
1 |
2 |
1,0 |
1,0 |
110,0 |
110,0 |
0,0 |
2 |
2 |
3 |
4,0 |
2,0 |
80,0 |
160,0 |
40,0 |
3 |
2 |
4 |
5,0 |
3,0 |
50,0 |
100,0 |
25,0 |
4 |
2 |
5 |
0,0 |
0,0 |
0,0 |
0,0 |
0,0 |
5 |
3 |
4 |
2,0 |
2.0 |
120.0 |
120.0 |
0,0 |
6 |
3 |
7 |
4.,0 |
3.0 |
60.0 |
110.0 |
50,0 |
7 |
3 |
11 |
0.0 |
0.0 |
0.0 |
0.0 |
0,0 |
8 |
4 |
10 |
6.0 |
3.0 |
60.0 |
120.0 |
20,0 |
9 |
5 |
6 |
3.0 |
1.0 |
50.0 |
140.0 |
45,0 |
10 |
5 |
7 |
5.0 |
2.0 |
160.0 |
210.0 |
16,6 |
11 |
6 |
7 |
0.0 |
0.0 |
0,0 |
0.0 |
0,0 |
12 |
6 |
8 |
5.0 |
2.0 |
110.0 |
150.0 |
13,3 |
13 |
7 |
9 |
3.0 |
2.0 |
80.0 |
110.0 |
30,0 |
14 |
8 |
9 |
0.0 |
0.0 |
0.0 |
0.0 |
0,0 |
15 |
9 |
11 |
6.0 |
4.0 |
120.0 |
160.0 |
20,0 |
16 |
10 |
11 |
4.0 |
3.0 |
60.0 |
80.0 |
20,0 |
17 |
10 |
12 |
3.0 |
3.0 |
120,0 |
120.0 |
0,0 |
18 |
11 |
13 |
3.0 |
3.0 |
80.0 |
80.0 |
0,0 |
19 |
12 |
13 |
3.0 |
1.0 |
140.0 |
160.0 |
10,0 |
20 |
13 |
14 |
3.0 |
2.0 |
120.0 |
180.0 |
60,0 |
21 |
14 |
15 |
2.0 |
2.0 |
160.0 |
160,0 |
0,0 |