## Engineering mechanics of materialsThis book provides the students of various engineering disciplines with a clear and understandable treatment of the concepts of Mechanics of Materials or Strength of Materials. This subject is concerned with the behavior of deformable bodies when subjected to axial, torsional and flexural loads as well as combinations thereof. It is a 3rd, updated edition of the popular undergraduate level textbook useful for students of mechanical, structural, civil, aeronautical and other engineering disciplines. The book is supplied with problems and a solution manual will be available from the authors. |

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Page 54

Appendix A provides a summary of this FORTRAN subset for ready reference as

you study the

Appendix A provides a summary of this FORTRAN subset for ready reference as

you study the

**Examples**or program the Computer Problems. Carefully study the**Example**programs before attempting to solve assigned Computer Problems.Page 568

12.7 Solve

answer with the answers for

12.7 Solve

**Example**12.4 (p. 563) with W increased to 200 N and compare youranswer with the answers for

**Example**12.4. 12.8 Neglect energy losses and solve**Example**12.5 (p. 564) again. Compare your answers with the answers for ...Page 651

Unconditional GOTO Statement

control to the statement number that follows the words GO TO. In the

control is passed unconditionally to statement number 20. Other

GO TO ...

Unconditional GOTO Statement

**Example**: GO TO 20 This statement transferscontrol to the statement number that follows the words GO TO. In the

**example**,control is passed unconditionally to statement number 20. Other

**examples**areGO TO ...

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### Contents

Stress Strain and Their Relationships | 60 |

Stresses and Strains in Axially Loaded Members | 121 |

Torsional Stresses Strains and Rotations | 159 |

Copyright | |

14 other sections not shown

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### Common terms and phrases

absolute maximum shear aluminum angle of twist applied Assume axial force axially loaded beam shown bending cantilever beam Castigliano's second theorem column compressive constant coordinate cross section cross-sectional area cylinder deflection deformation depicted in Fig elastic curve equal equation equilibrium Euler EXAMPLE factor of safety FIGURE flexural stress FORTRAN free-body diagram function given by Eq k-ft k-in kN-m lb/ft length longitudinal material maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle neutral axis normal stress obtained perpendicular plane stress condition plot positive principal centroidal axis principal strains principal stresses radius ratio reactions Refer to Fig respect rotation shear force shear strain shown in Fig simply supported beam slope SOLUTION Solve Problem statically indeterminate steel stress concentration stress element subjected torque torsional uniform load vertical yield strength yield stress zero