## Mechanics Of Materials (In Si Units) |

### What people are saying - Write a review

User Review - Flag as inappropriate

Helped me a lot during one day before night indian bating exams.Awesoooooooooom!!!!!!!!!!!!!!!!!!!!!!

User Review - Flag as inappropriate

khan

### Contents

Review and Summary for Chapter 1 | 38 |

2 | 46 |

contents 2 7 Repeated Loadings Fatigue | 59 |

Review and Summary for Chapter 2 | 121 |

3 | 131 |

4 | 208 |

Xjj Contents APPENDICES | 268 |

Review and Summary for Chapter 4 | 298 |

PRINCIPAL STRESSES UNDER | 495 |

9 | 529 |

Review and Summary for Chapter 9 | 594 |

10 | 600 |

COLUMNS | 606 |

End Conditions | 614 |

11 | 669 |

Review and Summary for Chapter 11 | 726 |

5 | 307 |

6 | 371 |

Narrow Rectangular Beam | 380 |

Contents | 422 |

Stress | 451 |

8 | 489 |

A Moments of Areas | 736 |

B Typical Properties of Selected Materials Used | 746 |

Beam Deflections and Slopes | 754 |

767 | |

### Other editions - View all

### Common terms and phrases

allowable stress aluminum angle of twist applied assuming axial load beam and loading bending-moment diagrams cantilever beam centric load centroidal column components compression concentrated loads considered corresponding couple cross section shown deformation determine the largest determine the maximum distributed load elastic curve element equal equation exerted expressed factor of safety free-body diagram Hooke's law horizontal kN/m Knowing loading shown located magnitude material maximum normal stress maximum shearing stress maximum stress maximum value modulus Mohr's circle neutral axis neutral surface obtained plane strain plane stress plate point H portion principal planes principal stresses radius reaction recall rolled-steel rotation Sample Prob SAMPLE PROBLEM shaft shear and bending-moment shear center shearing force shearing strain shown in Fig singularity functions Solve Prob statically indeterminate steel strain energy stress at point stress shown tensile tion torque vertical shear wall thickness welded yield strength zero