Page 9 - Marks Calculation for Machine Design
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                                        CONTENTS


                      Foreword  xi
                      Preface  xiii
                      Acknowledgments  xv


                    Part 1 Strength of Machines

                    Chapter 1. Fundamental Loadings                                 3

                     1.1. Introduction / 3
                     1.2. Axial Loading / 4
                     1.3. Direct Shear / 11
                     1.4. Torsion / 16
                     1.5. Bending / 24


                    Chapter 2. Beams: Reactions, Shear Force and Bending Moment
                    Distributions, and Deflections                                  33

                     2.1. Introduction / 33
                     2.2. Simply-Supported Beams / 35
                         2.2.1. Concentrated Force at Midpoint / 36
                         2.2.2. Concentrated Force at Intermediate Point / 41
                         2.2.3. Concentrated Couple / 48
                         2.2.4. Uniform Load / 55
                         2.2.5. Triangular Load / 60
                         2.2.6. Twin Concentrated Forces / 67
                         2.2.7. Single Overhang: Concentrated Force at Free End / 73
                         2.2.8. Single Overhang: Uniform Load / 79
                         2.2.9. Double Overhang: Concentrated Forces at Free Ends / 86
                        2.2.10. Double Overhang: Uniform Load / 92
                     2.3. Cantilevered Beams / 97
                         2.3.1. Concentrated Force at Free End / 98
                         2.3.2. Concentrated Force at Intermediate Point / 104
                         2.3.3. Concentrated Couple / 110
                         2.3.4. Uniform Load / 115
                         2.3.5. Triangular Load / 120

                    Chapter 3. Advanced Loadings                                  127

                     3.1. Introduction / 127
                     3.2. Pressure Loadings / 127


                                                   vii
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