1. C. 4.14
EXPECTED TIME
FORMULA:
(a + (4m) + b) / 6
A = (5 + (4 * 11) + 14) / 6 = 11
B = (3 + (4 * 3) + 9) / 6 = 4
C = (6 + (4 * 10) + 14) / 6 = 10
D = (3 + (4 * 5) + 7) / 6 = 5
E = (4 + (4 * 6) + 11) / 6 = 7
F = (6 + (4 * 8) + 13) / 6 = 9
G = (2 + (4 * 4) + 6) / 6 = 4
H = (3 + (4 * 3) + 9) / 6 = 4
VARIANCE
FORMULA:
((b - a) / 6) ^ 2
A = (14 - 5) / 6) ^ 2 = 2.25
B = (9 - 3) / 6) ^ 2 = 1
C = (14 - 6) / 6) ^ 2 = 1.78
D = (7 - 3) / 6) ^ 2 = 0.44
E = (11 - 4) / 6) ^ 2 = 1.36
F = (13 - 6) / 6) ^ 2 = 1.36
G = (6 - 2) / 6) ^ 2 = 0.44
H = (9 - 3) / 6) ^ 2 = 1
CPM ANALYSIS
ACTIVITY |
DURATION |
ES |
EF |
LS |
LF |
SLACK |
A |
11 |
0 |
11 |
3 |
14 |
3 |
B |
4 |
0 |
4 |
8 |
12 |
8 |
C |
10 |
0 |
10 |
0 |
10 |
0 |
D |
5 |
11 |
16 |
14 |
19 |
3 |
E |
7 |
4 |
11 |
12 |
19 |
8 |
F |
9 |
10 |
19 |
10 |
19 |
0 |
G |
4 |
16 |
20 |
19 |
23 |
3 |
H |
4 |
19 |
23 |
19 |
23 |
0 |
FORWARD PASS = ES = MAX EF OF THE PREDECESSOR
EF = ES + DURATION
BACKWARD PASS = LF = MIN LS OF ALL PREDECESSORS
LS = LF - DURATION
CRITICAL PATH = PATH WITH LONGEST DURATION AND 0 NET SLACK
CRITICAL PATH & DURATION
C + F + H = 23
VARIANCE OF CRITICAL PATH = 1.78 + 1.36 + 1 = 4.14
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