## 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 121

Introduction In Chapter 1, several cases of members subjected to axial loads

were introduced and discussed. Methods were developed for determining

internal forces in

Introduction In Chapter 1, several cases of members subjected to axial loads

were introduced and discussed. Methods were developed for determining

internal forces in

**axially loaded**members for cases in which the applied**axial****load**was ...Page 487

Design of

whether under tensile or compressive loads, is accomplished by the use of the

relations that were developed in Sections 3.2 and 3.3 between the applied loads

and ...

Design of

**Axially Loaded**Members The design of**axially loaded**members,whether under tensile or compressive loads, is accomplished by the use of the

relations that were developed in Sections 3.2 and 3.3 between the applied loads

and ...

Page 493

10 ft 8 ft 50 k 50 k 120 k FIGURE P10.5 10.6 An

the loads shown in Fig. P10.6. The entire member is to be made of an aluminum

alloy (E = 10.5 x 106 psi) for which the yield strength is 20,000 psi and the ...

10 ft 8 ft 50 k 50 k 120 k FIGURE P10.5 10.6 An

**axially loaded**member is to carrythe loads shown in Fig. P10.6. The entire member is to be made of an aluminum

alloy (E = 10.5 x 106 psi) for which the yield strength is 20,000 psi and the ...

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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