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1.2 Project Management & Engineering Economics

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1 Chapter 1: Basic Engineering Practice: Drawings, Economics & Design Methodology

1.1 Engineering Terms, Symbols, Drawing Interpretation & Conventions 1.2 Project Management & Engineering Economics 1.3 Design Methodology, Risk Assessment & Safety

2 Chapter 2: Physical & Mechanical Properties of Engineering Materials

2.1 Stress-Strain Relationships & Fundamental Mechanical Properties 2.2 Physical Properties, Temperature Effects, Hardness, Impact Toughness & Creep

3 Chapter 3: Mechanics of Materials: Fundamental Loadings & Deflections

3.1 Axial Loading, Normal Stress & Statically Indeterminate Members 3.2 Direct Shear, Bearing & Transverse Shear in Beams 3.3 Torsion of Shafts, Power Transmission & Thin-Walled Tubes 3.4 Beam Bending Stresses & Deflection Analysis

4 Chapter 4: Mechanics of Materials: Stability, Multiaxial Stress & Thermal Effects

4.1 Column Buckling & Elastic/Inelastic Instability 4.2 Combined Loading, Principal Stresses & Mohr's Circle 4.3 Thermal Stresses & Interference Stresses

5 Chapter 5: Failure Theories: Static Yielding & Fracture Mechanics

5.1 Static Failure Theories for Ductile Materials: von Mises & Tresca 5.2 Static Failure Theories for Brittle Materials & Fracture Mechanics

6 Chapter 6: Fatigue Analysis & Dynamic Failure

6.1 High-Cycle Fatigue, S-N Curves & Marin Modifying Factors 6.2 Fluctuating Stresses, Failure Criteria & Cumulative Damage

7 Chapter 7: Mechanical Attachments: Fasteners & Bolted Joints

7.1 Threaded Fasteners, Proof Strength & Preload Mechanics 7.2 Bolted Joint Stiffness, External Loading & Separation 7.3 Non-Threaded Fasteners: Keys, Pins, Clevises, Retaining Rings, Rivets, Lugs & Anchors

8 Chapter 8: Mechanical Attachments: Permanent Joints & Bonding

8.1 Welded Joints & Weld Group Stress Analysis 8.2 Brazing, Soldering & Structural Adhesive Bonding

9 Chapter 9: Power Transmission: Shafts & Gearing

9.1 Transmission Shaft Design, Critical Speeds & Deflection 9.2 Spur Gears: Geometry, Kinematics & AGMA Stress Equations 9.3 Helical, Bevel & Worm Gearing

10 Chapter 10: Power Transmission: Bearings, Flexible Drives, Friction Devices & Prime Movers

10.1 Rolling-Element Bearings & L10 Life Calculations 10.2 Hydrodynamic Journal Bearings & Lubrication Regimes 10.3 Belts, Roller Chains & Flexible Drives 10.4 Clutches, Brakes & Power Screws 10.5 Electric Motors, Engines & Flywheels

11 Chapter 11: Mechanical Components: Pressure Vessels & Structural Systems

11.1 Pressure Vessels & Piping: Thin and Thick Walls, ASME VIII and B31 11.2 Mechanical Springs: Helical, Belleville & Leaf Springs 11.3 Structural Trusses, Rigid Frames & Energy Methods

12 Chapter 12: Mechanical Dynamics, Vibrations & Fluid Power

12.1 Single-Degree-of-Freedom Vibrations & Resonance 12.2 Vibration Isolation, Multi-DOF Systems & Transmissibility 12.3 Fluid Power Systems: Hydraulics & Pneumatics

13 Chapter 13: Kinematics, Mechatronics & Control Systems

13.1 Mechanism Kinematics, Linkages, Cams & Simple Machines 13.2 Basic Mechatronics, Sensors & Closed-Loop Controls

14 Chapter 14: Supportive Knowledge: Fits, Tolerances & Manufacturing Methods

14.1 Limits, Fits & Geometric Dimensioning & Tolerancing (GD&T) 14.2 Manufacturing Methods, Machinability, Heat Treatment & Assembly

15 Chapter 15: Supportive Knowledge: Codes, Computation, Testing & Corrosion

15.1 Engineering Codes & Standards 15.2 Computational Methods: FEA & Numerical Analysis 15.3 Instrumentation, Testing, Inspection & Quality 15.4 Chemical Processes: Corrosion, Oxidation & Embrittlement

1.2 Project Management & Engineering Economics

Key Takeaways Explain This Topic AI

Compound interest factors mathematically translate cash flows across time; nominal interest rates compounded m m m times annually must be converted to effective rates via i e = ( 1 + r / m ) m − 1 i_e = (1 + r/m)^m - 1 i e ​ = ( 1 + r / m ) m − 1 before discounting.

Capitalized cost represents the present worth of a perpetual cash flow stream ( n → ∞ n \to \infty n → ∞ ); for uniform perpetual annual disbursements, it evaluates directly to P = A / i P = A / i P = A / i .

Mutually exclusive alternatives with unequal service lives must be evaluated over their least common multiple (LCM) of years, a fixed study period, or directly using Annual Worth (EUAW), which yields identical decisions from a single life cycle.

Incremental economic analysis ( Δ B / Δ C ≥ 1.0 \Delta B / \Delta C \ge 1.0 Δ B /Δ C ≥ 1.0 or Δ IRR ≥ MARR \Delta\text{IRR} \ge \text{MARR} Δ IRR ≥ MARR ) is essential when evaluating mutually exclusive projects; ranking solely by highest overall B / C B/C B / C or individual IRR often rejects the most profitable higher-capital option.

Critical Path Method (CPM) identifies project bottlenecks by computing early and late start/finish dates; activities with zero total float ( T F = L S − E S = L F − E F = 0 TF = LS - ES = LF - EF = 0 TF = L S − ES = L F − EF = 0 ) form the critical path that dictates project completion time.

Last updated: October 2026

1.2 Project Management & Engineering Economics

Every mechanical engineering design must demonstrate financial viability alongside technical feasibility. Engineering economics provides the mathematical foundation for evaluating capital allocations, equipment replacement decisions, and lifecycle costs, while project scheduling ensures complex mechanical systems are delivered within temporal and resource constraints.

Principles of Engineering Economics & Cash Flow Modeling

A Cash Flow Diagram (CFD) plots financial transactions across discrete time intervals:

The horizontal axis designates time periods t = 0 , 1 , 2 , … , n t = 0, 1, 2, \dots, n t = 0 , 1 , 2 , … , n , where t = 0 t = 0 t = 0 represents the present moment.

Vertical upward vectors indicate cash inflows (revenues, cost savings, salvage values).

Vertical downward vectors indicate cash outflows (capital expenditures, operating expenses, overhaul costs).

Transactions are evaluated under the end-of-period convention , where all receipts and disbursements occurring during a period are assumed to occur at period end.

Nominal vs. Effective Interest Rates

When an annual nominal interest rate r r r is compounded over m m m compounding sub-periods per year, the interest rate per sub-period is i s = r / m i_s = r / m i s ​ = r / m . The Effective Annual Interest Rate ( i e i_e i e ​ ) accounts for compounding within the year: i e = ( 1 + r m ) m − 1 i_e = \left(1 + \frac{r}{m}\right)^m - 1 i e ​ = ( 1 + m r ​ ) m − 1

For continuous compounding ( m → ∞ m \to \infty m → ∞ ): i e = e r − 1 i_e = e^r - 1 i e ​ = e r − 1

The Minimum Attractive Rate of Return (MARR) is the hurdle rate set by organizational policy representing the minimum rate of return an engineering capital investment must yield to be approved.

Compound Interest Factors & Standard Formulations

Standard functional notation simplifies interest calculations: (Find/Given, i%, n) . Below are the primary discrete compounding formulas: Factor Name Functional Notation Formula

  • -------------------------------------------------------------------------------------
  • Single Payment Compound (F/P, i, n) (1 + i)^n
  • Present Worth (Single) (P/F, i, n) (1 + i)^(-n)
  • Uniform Series Present (P/A, i, n) [(1 + i)^n - 1] / [i * (1 + i)^n]
  • Capital Recovery (A/P, i, n) [i * (1 + i)^n] / [(1 + i)^n - 1]
  • Uniform Series Compound (F/A, i, n) [(1 + i)^n - 1] / i
  • Sinking Fund (A/F, i, n) i / [(1 + i)^n - 1]
  • Uniform Gradient Present (P/G, i, n) [(1 + i)^n - i*n - 1] / [i^2 * (1 + i)^n]
  • Uniform Gradient Uniform (A/G, i, n) (1 / i) - [n / ((1 + i)^n - 1)]

Key mathematical identities include: ( A / P , i , n ) = ( A / F , i , n ) + i (A/P, i, n) = (A/F, i, n) + i ( A / P , i , n ) = ( A / F , i , n ) + i ( P / A , i , n ) = 1 ( A / P , i , n ) (P/A, i, n) = \frac{1}{(A/P, i, n)} ( P / A , i , n ) = ( A / P , i , n ) 1 ​

For an arithmetic gradient where cash flow increases by G G G each period starting at period 2 ( C F t = A 1 + ( t − 1 ) G CF_t = A_1 + (t-1)G C F t ​ = A 1 ​ + ( t − 1 ) G ): P W = A 1 ( P / A , i , n ) + G ( P / G , i , n ) PW = A_1(P/A, i, n) + G(P/G, i, n) P W = A 1 ​ ( P / A , i , n ) + G ( P / G , i , n ) A W = A 1 + G ( A / G , i , n ) AW = A_1 + G(A/G, i, n) A W = A 1 ​ + G ( A / G , i , n )

Capitalized Cost for Perpetual Life ( n → ∞ n \to \infty n → ∞ )

Capitalized Cost ( P P P ) represents the present worth of a project or asset intended to provide utility in perpetuity, such as municipal water conveyance tunnels, hydroelectric dams, or perpetual maintenance funds.

Evaluating ( P / A , i , n ) (P/A, i, n) ( P / A , i , n ) as n → ∞ n \to \infty n → ∞ : P = lim ⁡ n → ∞ A [ ( 1 + i ) n − 1 i ( 1 + i ) n ] = lim ⁡ n → ∞ A i [ 1 − 1 ( 1 + i ) n ] = A i P = \lim_{n \to \infty} A \left[\frac{(1 + i)^n - 1}{i(1 + i)^n}\right] = \lim_{n \to \infty} \frac{A}{i} \left[1 - \frac{1}{(1 + i)^n}\right] = \frac{A}{i} P = n → ∞ lim ​ A [ i ( 1 + i ) n ( 1 + i ) n − 1 ​ ] = n → ∞ lim ​ i A ​ [ 1 − ( 1 + i ) n 1 ​ ] = i A ​

Recurring Periodic Replacements

If an asset requires major replacement or overhaul every k k k years at cost C C C in perpetuity, the periodic cost is first converted into an equivalent uniform annual amount A k A_k A k ​ using the sinking fund factor: A k = C ( A / F , i , k ) = C ⋅ i ( 1 + i ) k − 1 A_k = C(A/F, i, k) = \frac{C \cdot i}{(1 + i)^k - 1} A k ​ = C ( A / F , i , k ) = ( 1 + i ) k − 1 C ⋅ i ​

Capitalizing this annual stream gives: P replacement = A k i = C ( 1 + i ) k − 1 P_{\text{replacement}} = \frac{A_k}{i} = \frac{C}{(1 + i)^k - 1} P replacement ​ = i A k ​ ​ = ( 1 + i ) k − 1 C ​

Thus, the total capitalized cost of a facility with initial investment C 0 C_0 C 0 ​ , perpetual annual operating cost M M M , and periodic overhaul C C C every k k k years is: P cap = C 0 + M i + C ( 1 + i ) k − 1 P_{\text{cap}} = C_0 + \frac{M}{i} + \frac{C}{(1 + i)^k - 1} P cap ​ = C 0 ​ + i M ​ + ( 1 + i ) k − 1 C ​

Evaluation of Mutually Exclusive Alternatives with Unequal Lives

When evaluating mutually exclusive design options, the alternatives must deliver equivalent service. Directly comparing the Present Worth of alternatives with different lifespans violates this principle because it ignores the costs of operating and replacing the shorter-life asset.

Three distinct methodologies resolve unequal lifespans:

1. Least Common Multiple (LCM) Method

Evaluate cash flows over the lowest common multiple of the asset lives, assuming each option is replaced with an identical asset at the end of its cycle. For example, competing 4-year and 6-year machines are evaluated over an LCM horizon of 12 years (3 cycles of the 4-year machine vs. 2 cycles of the 6-year machine).

2. Study Period Method

Select a fixed horizon (e.g., 5 or 10 years) dictated by product lifecycle or corporate planning. Assets remaining in service at the end of the study period receive an estimated market salvage value credited to that terminal year.

3. Annual Worth (AW / EUAW) Method

The Equivalent Uniform Annual Worth method calculates the net equivalent annual cost or benefit of an alternative over its single lifecycle: A W = − P ( A / P , i , n ) + S ( A / F , i , n ) − A operating AW = -P(A/P, i, n) + S(A/F, i, n) - A_{\text{operating}} A W = − P ( A / P , i , n ) + S ( A / F , i , n ) − A operating ​

where P P P is initial cost, S S S is salvage value, and A operating A_{\text{operating}} A operating ​ is annual operating cost.

Important

Under the assumption of identical future replacements, the Annual Worth of an alternative over one life cycle is identical to its Annual Worth over any number of repeat cycles. Consequently, the AW method completely circumvents LCM calculations and is the preferred examination technique for unequal lives.

Benefit-Cost ( B / C B/C B / C ) Ratio Analysis

Public sector infrastructure projects typically utilize Benefit-Cost ratio analysis to determine economic justification relative to societal benefits:

Benefits ( B B B ) : Quantifiable economic advantages realized by the public (e.g., fuel savings, reduced transit time, flood damage prevention).

Disbenefits ( D D D ) : Detrimental consequences suffered by the public (e.g., loss of agricultural land, noise pollution).

Capital Recovery ( C R CR CR ) : Equivalent annual cost of initial capital investment: C R = P ( A / P , i , n ) − S ( A / F , i , n ) CR = P(A/P, i, n) - S(A/F, i, n) CR = P ( A / P , i , n ) − S ( A / F , i , n ) .

Operating & Maintenance ( O & M O\&M O & M ) : Ongoing annual agency expenditures.

Conventional vs. Modified Formulations Conventional B / C = B − D C R + O & M \text{Conventional } B/C = \frac{B - D}{CR + O\&M} Conventional B / C = CR + O & M B − D ​ Modified B / C = B − D − O & M C R \text{Modified } B/C = \frac{B - D - O\&M}{CR} Modified B / C = CR B − D − O & M ​

A project is economically acceptable if B / C ≥ 1.0 B/C \ge 1.0 B / C ≥ 1.0 .

Incremental B / C B/C B / C Analysis ( Δ B / Δ C \Delta B / \Delta C Δ B /Δ C )

When choosing between mutually exclusive public alternatives, simply picking the option with the highest B / C B/C B / C ratio is mathematically incorrect. The higher initial investment must be incrementally justified:

Rank viable alternatives in order of increasing equivalent capital cost ( C R + O & M CR + O\&M CR + O & M ).

Verify the base alternative against the "Do-Nothing" baseline ( B / C ≥ 1.0 B/C \ge 1.0 B / C ≥ 1.0 ).

Calculate the incremental ratio for the higher-cost alternative relative to the lower-cost defender: Δ B Δ C = B 2 − B 1 C 2 − C 1 \frac{\Delta B}{\Delta C} = \frac{B_2 - B_1}{C_2 - C_1} Δ C Δ B ​ = C 2 ​ − C 1 ​ B 2 ​ − B 1 ​ ​

If Δ B / Δ C ≥ 1.0 \Delta B / \Delta C \ge 1.0 Δ B /Δ C ≥ 1.0 , the incremental investment is justified; Alternative 2 becomes the new defender. If Δ B / Δ C < 1.0 \Delta B / \Delta C < 1.0 Δ B /Δ C < 1.0 , Alternative 1 is retained.

Internal Rate of Return (IRR) & Incremental ROR

The Internal Rate of Return ( i ∗ i^* i ∗ ) is the interest rate that equates the present worth of cash inflows to the present worth of cash outflows (or Net Present Worth to zero): N P W ( i ∗ ) = ∑ t = 0 n C F t ( 1 + i ∗ ) t = 0 NPW(i^*) = \sum_{t=0}^n \frac{CF_t}{(1 + i^*)^t} = 0 NP W ( i ∗ ) = t = 0 ∑ n ​ ( 1 + i ∗ ) t C F t ​ ​ = 0

For an independent single project, accept if IRR ≥ MARR \text{IRR} \ge \text{MARR} IRR ≥ MARR .

For mutually exclusive alternatives, never select based on the highest individual IRR. An alternative with a 30% return on a $10,000 investment yields less absolute wealth than an alternative yielding a 20% return on a $500,000 investment when the MARR is 10%. You must calculate the Incremental Rate of Return ( Δ IRR \Delta\text{IRR} Δ IRR ) on the incremental cash flow ( Alt B − Alt A ) (\text{Alt B} - \text{Alt A}) ( Alt B − Alt A ) . If Δ IRR ≥ MARR \Delta\text{IRR} \ge \text{MARR} Δ IRR ≥ MARR , select the higher-cost alternative.

Project Scheduling: Critical Path Method (CPM) & PERT

Complex engineering projects rely on Activity-on-Node (AON) network logic to establish project milestones and identify bottlenecks. +---------------------------------------+

  • | Early Start (ES) | Duration (D) | Early Finish (EF) |
  • |--------------------+--------------+--------------------|
  • | Activity Name / Identifier |
  • |--------------------+--------------+--------------------|
  • | Late Start (LS) | Float (TF) | Late Finish (LF) |
  • +---------------------------------------+
  • Forward Pass (Early Dates)

Traverse the network from project start to finish: E S j = max ⁡ p ∈ Pred ( j ) { E F p } ES_j = \max_{p \in \text{Pred}(j)} \{EF_p\} E S j ​ = p ∈ Pred ( j ) max ​ { E F p ​ } E F j = E S j + D j EF_j = ES_j + D_j E F j ​ = E S j ​ + D j ​

(where D j D_j D j ​ is activity duration; for initial activities with no predecessors, E S = 0 ES = 0 ES = 0 ).

Backward Pass (Late Dates)

Traverse the network from project completion back to the start: L F j = min ⁡ s ∈ Succ ( j ) { L S s } LF_j = \min_{s \in \text{Succ}(j)} \{LS_s\} L F j ​ = s ∈ Succ ( j ) min ​ { L S s ​ } L S j = L F j − D j LS_j = LF_j - D_j L S j ​ = L F j ​ − D j ​

(for terminal activities, L F LF L F equals the project completion duration).

Float (Slack) Calculations

Total Float ( T F TF TF ) : The maximum time an activity can be delayed without delaying the overall project completion date: T F = L S − E S = L F − E F TF = LS - ES = LF - EF TF = L S − ES = L F − EF

Free Float ( F F FF FF ) : The time an activity can be delayed without delaying the Early Start of any immediate successor activity: F F = min ⁡ s ∈ Succ { E S s } − E F FF = \min_{s \in \text{Succ}} \{ES_s\} - EF FF = s ∈ Succ min ​ { E S s ​ } − EF

The Critical Path : The unbroken chain of activities from start to finish where T F = 0 TF = 0 TF = 0 . The critical path represents the longest duration path through the network and dictates the minimum time required to complete the project.

Program Evaluation and Review Technique (PERT)

When activity durations are uncertain, PERT applies a Beta probability distribution based on three time estimates:

  • Optimistic duration ( a a a )
  • Most likely duration ( m m m )

Pessimistic duration ( b b b ) Expected Duration μ = a + 4 m + b 6 \text{Expected Duration } \mu = \frac{a + 4m + b}{6} Expected Duration μ = 6 a + 4 m + b ​ Variance σ 2 = ( b − a 6 ) 2 \text{Variance } \sigma^2 = \left(\frac{b - a}{6}\right)^2 Variance σ 2 = ( 6 b − a ​ ) 2

Total project variance is the sum of variances of activities along the critical path: σ project 2 = ∑ k ∈ Critical Path σ k 2 \sigma_{\text{project}}^2 = \sum_{k \in \text{Critical Path}} \sigma_k^2 σ project 2 ​ = k ∈ Critical Path ∑ ​ σ k 2 ​

  • Step-by-Step Worked Numerical Examples
  • Example 1: Unequal Life Equipment Selection

A plant engineer must select between two industrial air compressor systems. The firm's MARR is 10%.

Compressor Alpha : Initial cost P α P_\alpha P α ​ = $60,000; useful life n α = 4 years n_\alpha = 4\,\text{years} n α ​ = 4 years ; annual operating cost A α A_\alpha A α ​ = $12,000; salvage value S α S_\alpha S α ​ = $10,000.

Compressor Beta : Initial cost P β P_\beta P β ​ = $100,000; useful life n β = 6 years n_\beta = 6\,\text{years} n β ​ = 6 years ; annual operating cost A β A_\beta A β ​ = $7,000; salvage value S β S_\beta S β ​ = $20,000.

Solution via Annual Worth (EUAW)

Compressor Alpha ( n = 4 n = 4 n = 4 , i = 10 % i = 10\% i = 10% ): ( A / P , 10 % , 4 ) = 0.10 ( 1.10 ) 4 ( 1.10 ) 4 − 1 = 0.14641 0.46410 = 0.315471 (A/P, 10\%, 4) = \frac{0.10(1.10)^4}{(1.10)^4 - 1} = \frac{0.14641}{0.46410} = 0.315471 ( A / P , 10% , 4 ) = ( 1.10 ) 4 − 1 0.10 ( 1.10 ) 4 ​ = 0.46410 0.14641 ​ = 0.315471 ( A / F , 10 % , 4 ) = 0.10 ( 1.10 ) 4 − 1 = 0.10 0.46410 = 0.215471 (A/F, 10\%, 4) = \frac{0.10}{(1.10)^4 - 1} = \frac{0.10}{0.46410} = 0.215471 ( A / F , 10% , 4 ) = ( 1.10 ) 4 − 1 0.10 ​ = 0.46410 0.10 ​ = 0.215471 C R α = P α ( A / P , 10 % , 4 ) − S α ( A / F , 10 % , 4 ) CR_\alpha = P_\alpha(A/P, 10\%, 4) - S_\alpha(A/F, 10\%, 4) C R α ​ = P α ​ ( A / P , 10% , 4 ) − S α ​ ( A / F , 10% , 4 ) C R α = 60 , 000 ( 0.315471 ) − 10 , 000 ( 0.215471 ) = 18 , 928.26 − 2 , 154.71 = 16 , 773.55 dollars/year CR_\alpha = 60,000(0.315471) - 10,000(0.215471) = 18,928.26 - 2,154.71 = 16,773.55\,\text{dollars/year} C R α ​ = 60 , 000 ( 0.315471 ) − 10 , 000 ( 0.215471 ) = 18 , 928.26 − 2 , 154.71 = 16 , 773.55 dollars/year A W α = − C R α − A α = − 16 , 773.55 − 12 , 000 = − 28 , 773.55 dollars/year AW_\alpha = -CR_\alpha - A_\alpha = -16,773.55 - 12,000 = -28,773.55\,\text{dollars/year} A W α ​ = − C R α ​ − A α ​ = − 16 , 773.55 − 12 , 000 = − 28 , 773.55 dollars/year

Compressor Beta ( n = 6 n = 6 n = 6 , i = 10 % i = 10\% i = 10% ): ( A / P , 10 % , 6 ) = 0.10 ( 1.10 ) 6 ( 1.10 ) 6 − 1 = 0.177156 0.771561 = 0.229607 (A/P, 10\%, 6) = \frac{0.10(1.10)^6}{(1.10)^6 - 1} = \frac{0.177156}{0.771561} = 0.229607 ( A / P , 10% , 6 ) = ( 1.10 ) 6 − 1 0.10 ( 1.10 ) 6 ​ = 0.771561 0.177156 ​ = 0.229607 ( A / F , 10 % , 6 ) = 0.10 ( 1.10 ) 6 − 1 = 0.10 0.771561 = 0.129607 (A/F, 10\%, 6) = \frac{0.10}{(1.10)^6 - 1} = \frac{0.10}{0.771561} = 0.129607 ( A / F , 10% , 6 ) = ( 1.10 ) 6 − 1 0.10 ​ = 0.771561 0.10 ​ = 0.129607 C R β = P β ( A / P , 10 % , 6 ) − S β ( A / F , 10 % , 6 ) CR_\beta = P_\beta(A/P, 10\%, 6) - S_\beta(A/F, 10\%, 6) C R β ​ = P β ​ ( A / P , 10% , 6 ) − S β ​ ( A / F , 10% , 6 ) C R β = 100 , 000 ( 0.229607 ) − 20 , 000 ( 0.129607 ) = 22 , 960.70 − 2 , 592.14 = 20 , 368.56 dollars/year CR_\beta = 100,000(0.229607) - 20,000(0.129607) = 22,960.70 - 2,592.14 = 20,368.56\,\text{dollars/year} C R β ​ = 100 , 000 ( 0.229607 ) − 20 , 000 ( 0.129607 ) = 22 , 960.70 − 2 , 592.14 = 20 , 368.56 dollars/year A W β = − C R β − A β = − 20 , 368.56 − 7 , 000 = − 27 , 368.56 dollars/year AW_\beta = -CR_\beta - A_\beta = -20,368.56 - 7,000 = -27,368.56\,\text{dollars/year} A W β ​ = − C R β ​ − A β ​ = − 20 , 368.56 − 7 , 000 = − 27 , 368.56 dollars/year

Economic Decision :

Compressor Beta exhibits an equivalent annual cost of $27,368.56, which is $1,404.99 less per year than Compressor Alpha ($28,773.55). Select Compressor Beta .

Example 2: CPM Project Schedule Analysis

A mechanical assembly project includes six sequential and parallel activities: Activity Predecessors Duration (days)

  • ----------------------------------------
  • A None 4
  • B A 6
  • C A 3
  • D B 7
  • E C 5
  • F D, E 4

Forward Pass:

  • Activity A: E S = 0 , E F = 0 + 4 = 4 ES = 0, EF = 0 + 4 = 4 ES = 0 , EF = 0 + 4 = 4
  • Activity B: E S = 4 , E F = 4 + 6 = 10 ES = 4, EF = 4 + 6 = 10 ES = 4 , EF = 4 + 6 = 10
  • Activity C: E S = 4 , E F = 4 + 3 = 7 ES = 4, EF = 4 + 3 = 7 ES = 4 , EF = 4 + 3 = 7
  • Activity D: E S = 10 , E F = 10 + 7 = 17 ES = 10, EF = 10 + 7 = 17 ES = 10 , EF = 10 + 7 = 17
  • Activity E: E S = 7 , E F = 7 + 5 = 12 ES = 7, EF = 7 + 5 = 12 ES = 7 , EF = 7 + 5 = 12

Activity F: E S = max ⁡ ( E F D , E F E ) = max ⁡ ( 17 , 12 ) = 17 ES = \max(EF_D, EF_E) = \max(17, 12) = 17 ES = max ( E F D ​ , E F E ​ ) = max ( 17 , 12 ) = 17 ; E F = 17 + 4 = 21 days EF = 17 + 4 = 21\,\text{days} EF = 17 + 4 = 21 days

Backward Pass (Project Duration = 21 days):

Activity F: L F = 21 , L S = 21 − 4 = 17 LF = 21, LS = 21 - 4 = 17 L F = 21 , L S = 21 − 4 = 17

Activity D: L F = L S F = 17 , L S = 17 − 7 = 10 LF = LS_F = 17, LS = 17 - 7 = 10 L F = L S F ​ = 17 , L S = 17 − 7 = 10

Activity E: L F = L S F = 17 , L S = 17 − 5 = 12 LF = LS_F = 17, LS = 17 - 5 = 12 L F = L S F ​ = 17 , L S = 17 − 5 = 12

Activity B: L F = L S D = 10 , L S = 10 − 6 = 4 LF = LS_D = 10, LS = 10 - 6 = 4 L F = L S D ​ = 10 , L S = 10 − 6 = 4

Activity C: L F = L S E = 12 , L S = 12 − 3 = 9 LF = LS_E = 12, LS = 12 - 3 = 9 L F = L S E ​ = 12 , L S = 12 − 3 = 9

Activity A: L F = min ⁡ ( L S B , L S C ) = min ⁡ ( 4 , 9 ) = 4 , L S = 4 − 4 = 0 LF = \min(LS_B, LS_C) = \min(4, 9) = 4, LS = 4 - 4 = 0 L F = min ( L S B ​ , L S C ​ ) = min ( 4 , 9 ) = 4 , L S = 4 − 4 = 0

Float & Critical Path Identification: T F A = 0 − 0 = 0 ( Critical ) TF_A = 0 - 0 = 0 \quad (\text{Critical}) T F A ​ = 0 − 0 = 0 ( Critical ) T F B = 4 − 4 = 0 ( Critical ) TF_B = 4 - 4 = 0 \quad (\text{Critical}) T F B ​ = 4 − 4 = 0 ( Critical ) T F C = 9 − 4 = 5 days TF_C = 9 - 4 = 5\,\text{days} T F C ​ = 9 − 4 = 5 days T F D = 10 − 10 = 0 ( Critical ) TF_D = 10 - 10 = 0 \quad (\text{Critical}) T F D ​ = 10 − 10 = 0 ( Critical ) T F E = 12 − 7 = 5 days TF_E = 12 - 7 = 5\,\text{days} T F E ​ = 12 − 7 = 5 days T F F = 17 − 17 = 0 ( Critical ) TF_F = 17 - 17 = 0 \quad (\text{Critical}) T F F ​ = 17 − 17 = 0 ( Critical )

The Critical Path is A-B-D-F with a total deterministic duration of 21 days . Activity C and Activity E each have 5 days of total float.