1. **Problem Statement:**
We have a project with tasks A to I, each with durations and dependencies. We need to:
a. Construct the network diagram and find the critical path.
b. Calculate the planned project duration in weeks.
c. Identify non-critical tasks and their float (free slack).
2. **Key Concepts:**
- The **critical path** is the longest path through the network, determining the shortest project duration.
- **Float (free slack)** is the amount of time a task can be delayed without delaying the project.
- We calculate **earliest start (ES)**, **earliest finish (EF)**, **latest start (LS)**, and **latest finish (LF)** for each task.
3. **Step 1: List tasks with durations and predecessors:**
- A: 5 days, no predecessor
- B: 15 days, predecessor A
- C: 25 days, predecessor B
- D: 15 days, predecessor B
- E: 30 days, predecessor B
- F: 10 days, predecessors C and D
- G: 10 days, predecessors E and F
- H: 5 days, predecessor G
- I: 5 days, predecessor H
4. **Step 2: Calculate Earliest Start (ES) and Earliest Finish (EF):**
- A: ES=0, EF=0+5=5
- B: ES=EF of A=5, EF=5+15=20
- C: ES=EF of B=20, EF=20+25=45
- D: ES=EF of B=20, EF=20+15=35
- E: ES=EF of B=20, EF=20+30=50
- F: ES=max(EF of C,D)=max(45,35)=45, EF=45+10=55
- G: ES=max(EF of E,F)=max(50,55)=55, EF=55+10=65
- H: ES=EF of G=65, EF=65+5=70
- I: ES=EF of H=70, EF=70+5=75
5. **Step 3: Calculate Latest Finish (LF) and Latest Start (LS) starting from project end:**
- I: LF=EF=75, LS=LF-duration=75-5=70
- H: LF=LS of I=70, LS=70-5=65
- G: LF=LS of H=65, LS=65-10=55
- E: LF=LS of G=55, LS=55-30=25
- F: LF=LS of G=55, LS=55-10=45
- C: LF=LS of F=45, LS=45-25=20
- D: LF=LS of F=45, LS=45-15=30
- B: LF=min(LS of C,D,E)=min(20,30,25)=20, LS=20-15=5
- A: LF=LS of B=5, LS=5-5=0
6. **Step 4: Calculate Float (Free Slack) = LS - ES for each task:**
- A: 0-0=0
- B: 5-5=0
- C: 20-20=0
- D: 30-20=10
- E: 25-20=5
- F: 45-45=0
- G: 55-55=0
- H: 65-65=0
- I: 70-70=0
7. **Step 5: Identify Critical Path:**
Tasks with zero float form the critical path:
A -> B -> C -> F -> G -> H -> I
8. **Step 6: Calculate planned duration in weeks:**
Total duration in days = EF of I = 75 days
Working days per week = 5
Planned duration in weeks = $\frac{75}{5} = 15$ weeks
9. **Step 7: Non-critical tasks and their floats:**
- D: float 10 days
- E: float 5 days
**Final answers:**
- Critical path: A-B-C-F-G-H-I
- Planned duration: 15 weeks
- Non-critical tasks: D (float 10 days), E (float 5 days)
Project Critical Path 988B72
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