## 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 442

9.3 A composite compression member consisting of a concentric steel bar S and

an

stresses in the steel bar and in the

106 psi ...

9.3 A composite compression member consisting of a concentric steel bar S and

an

**aluminum**tube A is loaded as shown in Fig. P9.3. Determine the axialstresses in the steel bar and in the

**aluminum**tube if Es = 30 x 106 psi, EA = 10 x106 psi ...

Page 445

EA = 10 x 106 psi, determine the axial (normal) stresses induced in the

rods and in the steel bolt. Assume the containing frame to be rigid. GPa, ctT = 10

x 10""6 m/m/°C, EA = 70 GPa, and <xA 24 x 10""m/m/°C. FIGURE P9.16 9.17 ...

EA = 10 x 106 psi, determine the axial (normal) stresses induced in the

**aluminum**rods and in the steel bolt. Assume the containing frame to be rigid. GPa, ctT = 10

x 10""6 m/m/°C, EA = 70 GPa, and <xA 24 x 10""m/m/°C. FIGURE P9.16 9.17 ...

Page 456

9.10(a) is simply supported at end B by the

and whose cross-sectional area is A. The beam is fixed at end D and carries a

uniform load of intensity w. Assume the coefficient of thermal expansion for ...

9.10(a) is simply supported at end B by the

**aluminum**rod BC whose length is /and whose cross-sectional area is A. The beam is fixed at end D and carries a

uniform load of intensity w. Assume the coefficient of thermal expansion for ...

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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