A) 2 cycles are needed, with first operating at LOS B, and second at LOS A
Answer:
A) 2 cycles are needed, with first operating at LOS B, and second at LOS A
B) 2 cycles are needed, with first operating at LOS B, and second at LOS B
C) 2 cycles are needed, with first operating at LOS C, and second at LOS A
D) 2 cycles are needed, with first operating at LOS C, and second at LOS B
E) cycles are needed, with first operating at LOS C, and second at LOS C
F) cycles are needed, with first operating at LOS D, and second at LOS A
G) cycles are needed, with first operating at LOS D, and second at LOS B
H) cycles are needed, with first operating at LOS D, and second at LOS C
I) cycles are needed, with first operating at LOS D, and second at LOS D
J) cycles are needed, with first operating at LOS C, second at LOS C, and last one at LOS A
K) cycles are needed, with first operating at LOS C, second at LOS C, and last one at LOS B
L) cycles are needed, with first operating at LOS D, second at LOS C, and last one at LOS A
M) cycles are needed, with first operating at LOS D, second at LOS C, and last one at LOS B
N) cycles are needed, with first operating at LOS D, second at LOS D, and last one at LOS B
O) cycles are needed, with first operating at LOS D, second at LOS D, and last one at LOS C

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