## 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 172

axis of the shaft. Compute the maximum shearing stress in this shaft. Determine

the angle of twist of end B with respect to end A given that G = 10.0 x 106 psi.

**Plot**the variation of torque versus a longitudinal coordinate measured along theaxis of the shaft. Compute the maximum shearing stress in this shaft. Determine

the angle of twist of end B with respect to end A given that G = 10.0 x 106 psi.

Page 193

FIGURE P4.46 4.47 An idealized torque versus angle of twist

P4.47 for a shaft of hollow circular cross section. The shaft has a gage length of

0.3 m and outside and inside diameters of 0.120 and 0.110 m, respectively.

FIGURE P4.46 4.47 An idealized torque versus angle of twist

**plot**is shown in Fig.P4.47 for a shaft of hollow circular cross section. The shaft has a gage length of

0.3 m and outside and inside diameters of 0.120 and 0.110 m, respectively.

Page 585

574) and note that the sloping straight line on the log-log

following points: (104, 80) and (106, 40). Show that the equation of this line may

be written log S = -0.15051 log N + 2.50513. Then verify the endurance strength ...

574) and note that the sloping straight line on the log-log

**plot**passes through thefollowing points: (104, 80) and (106, 40). Show that the equation of this line may

be written log S = -0.15051 log N + 2.50513. Then verify the endurance strength ...

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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