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Köp båda 2 för 1864 krUsing North America's most recognized construction cost data from RSMeans, this step-by-step guide develops problem-solving skills through over 300 sample problems and exercises. All of the major construction items, including site work, concrete a...
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SALEH MUBARAK, PHD, is an independent consultant in the field of construction project management, based in Tampa, Florida, focusing on training, writing, public speaking, and consulting. He is a former professor at a number of universities and an active member of PMI and AACE International. He served on the PMI committee that created the professional scheduler certification exam, PMI-SP. He has 30 years of diversified and international experience including academia and industry; private and public sectors. He is also the author of How to Estimate with RSMeans Data, published by Wiley.
Preface xiii Preface to the First Edition xvii Chapter 1 Introduction 1 Planning and Scheduling 2 What is a Project? 2 Are Projects Unique? 4 Project Management Plan 7 Project Control 8 Why Schedule Projects? 8 The Scheduler 11 Certification 11 The Tripod of a Good Scheduling System 12 Scheduling and Project Management 12 Chapter 1 Exercises 13 Chapter 2 Bar (Gantt) Charts 15 Definition and Introduction 16 Advantages of Bar Charts 18 Disadvantages of Bar Charts 20 Chapter 2 Exercises 21 Chapter 3 Basic Networks 23 Definition and Introduction 24 Arrow Networks 24 Brief Explanation 24 The Logic 25 Notation 25 Dummy Activities 26 Redundancies 31 Node Networks 31 Lags and Leads 32 Recommendations for Proper Node Diagram Drawing 35 Comparison of Arrow and Node Networks 37 Networks versus Bar Charts 39 Effective Use of Bar Charts with CPM 40 Time-Scaled Logic Diagrams 40 Chapter 3 Exercises 41 Chapter 4 The Critical Path Method (CPM) 45 Introduction 46 Steps Required to Schedule a Project 47 Main Steps 47 Supplemental Steps 55 Resource Allocation and Leveling 57 Beginning-of-Day or End-of-Day Convention 59 The CPM Explained through Examples 59 Example 4.1: Logic Networks and the CPM 59 The CPM with Computer Software Programs 63 The Critical Path 64 Definitions 65 Examples 4.2 and 4.3: Node Diagrams and the CPM 66 Free Float 67 More Definitions 70 Float Check 71 Node Format 72 Lags and Leads in CPM Networks 73 Lags and Leads in Computer Software 76 Further Discussion of Float 76 Effect of Date Choices on Cash Flow 78 Project Schedule Health Check 78 Event Times in Arrow Networks 79 Effect of the Imposed Finish Date on the Schedule 81 Discussion of Example 4.7 82 Logic and Constraints 84 The Hub Concept 85 The Critical Path Method and Scheduling 85 Chapter 4 Exercises 86 Chapter 5 Precedence Networks 93 Definition and Introduction 94 The Four Types of Relationships 97 Important Comments about the Four Types of Relationships 98 The Percent Complete Approach 98 Fast-Track Projects 99 A Parallel Predecessor? 101 CPM Calculations for Precedence Diagrams 102 Interruptible Activities 102 The Simplistic Approach 105 Alternative Approach 107 The Detailed Approach 110 Contiguous (Uninterruptible) Activities 113 Remedy for Interruptible Activities 117 Multistage Activities 120 Types of Lags 121 Final Discussion 123 Chapter 5 Exercises 124 Chapter 6 Resource Allocation and Resource Leveling 129 Introduction 130 The Three Categories of Resources 130 Labor 130 Equipment and Materials 130 What is Resource Allocation? 131 Resource Leveling 131 What is Resource Leveling? 131 Why Level Resources? 131 Do All Resources Have to Be Leveled? 132 Multiproject Resource Leveling 132 Assigning Budgets in Computer Scheduling Programs 134 Leveling Resources in a Project 136 Resource Leveling from the General Contractors Perspective 153 Materials Management 155 Chapter 6 Exercises 159 Chapter 7 Schedule Updating and Project Control 163 Introduction 164 The Need for Schedule Updating 164 Project Control Defined 164 Schedule Updating 165 What is a Baseline Schedule? 165 What is an Updated Schedule? 167 What is the Data Date? 168 What Kind of Information is Needed for Updating Schedules? 168 Frequency of Updating 171 Retained Logic or Progress Override 172 Auto-Updating 172 Updating Schedules and Pay Requests 173 Degressing an In-Progress Schedule to Create a Baseline Schedule 175 Effect of Adding or Deleting Activities on Logic 176 Steps for Updating a Schedule 180 Change in the Critical Path 191 Float after the Update 191 Contractor-Created Float 192 Data and Information 193 Project Control 194 Measuring Work Progress 194 Earned Value Analysis 208 Chapter 7 Exercises 217 Chapter 8 Schedule Compression an