CPM ( Critical Path Method)
Duration: 8 min
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This lecture introduces the Critical Path Method (CPM) as a network scheduling technique used when activity durations are known or can be estimated with certainty. The instructor defines CPM and lists five key characteristics: it is activity-oriented, uses a single time estimate per activity, is suitable for repetitive projects, helps minimize project duration, and focuses on time and cost optimization. A simple network example (A → B → C) is drawn to show the critical path, with durations 3 + 5 + 4 = 12 days. The lesson then explains Float (Slack) as the amount of time an activity can be delayed without affecting project completion, giving formulas TF = LS − ES and TF = LF − EF. A worked example table for activities A–E calculates float using start times, with a network diagram of nodes 1–5. Finally, the lecture contrasts advantages and limitations of CPM.
Chapters
0:00 – 2:00 00:00-02:00
The slide titled 'CPM (Critical Path Method)' defines CPM as a network scheduling technique and lists five characteristics. The instructor underlines 'activity' and 'estimated with certainty,' draws a red A → B → C chain, and highlights the first four characteristics with red checkmarks: Activity-Oriented, Uses a Single Time Estimate, Suitable for Repetitive Projects, and Helps Minimize Project Duration. An 'Easy Way to Remember' mnemonic appears at the bottom.
2:00 – 5:00 02:00-05:00
The lecture explains that CPM identifies the longest path of dependent activities to determine minimum project completion time. A visual example shows the critical path A → B → C with total duration 3 + 5 + 4 = 12 days, annotated with red arrows. The instructor then introduces Float (Slack), defining it as the amount of time an activity can be delayed without delaying project completion, and presents formulas: Based on Start Times TF = LS − ES and Based on Finish Times TF = LF − EF, with terms ES, EF, LS, LF, and TF explained.
5:00 – 8:25 05:00-08:25
A table titled 'UNDERSTANDING WITH EXAMPLE' lists activities A–E with columns ES, EF, LS, LF, and Float (TF). Red checkmarks run down the ES column and circle float values 2 for B and 1 for D. A network diagram labels nodes 1–5 with activities A(3), B(3), C(4), D(2), E(2). A handwritten note 'F=LS-ES' sits above a 'CALCULATION (Using Start Times)' list. The final slide contrasts 'Advantage of CPM' with 'Limitations of CPM,' adding red checkmarks beside each numbered point.
The lecture progresses from definition to application. First, CPM is defined and its five characteristics are enumerated with a mnemonic for recall. Second, the critical path concept is illustrated with a three-activity chain totaling 12 days, establishing that the longest dependent path determines project duration. Third, Float (Slack) is introduced with two equivalent formulas based on start or finish times, and terms are defined. Fourth, a worked example table applies TF = LS − ES to five activities, with non-zero floats for B and D indicating slack. Finally, advantages and limitations of CPM are listed, completing the conceptual overview. The central ideas are: single time estimate, activity orientation, critical path as longest path, and float calculation. Minor details include the mnemonic and specific node labels.