## 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. |

### From inside the book

Results 1-3 of 53

Page 277

If the steel behaves elastically, determine the flexural stress induced in the sheet

steel when wrapped around the spool. Let £ = 70

cantilever beam of regular trapezoidal section is loaded uniformly as shown in

Fig.

If the steel behaves elastically, determine the flexural stress induced in the sheet

steel when wrapped around the spool. Let £ = 70

**GPa**.**FIGURE**P6.1 6J Acantilever beam of regular trapezoidal section is loaded uniformly as shown in

Fig.

Page 451

Determine the magnitude of the applied torque T. 927 Refer to the shaft shown in

...

Determine the magnitude of the applied torque T. 927 Refer to the shaft shown in

**Fig**. P9.21. The following data apply: T = 1.5 kN-m, a = 1.0 m, b — 2.5 m, G = 45**GPa**, and the angle of twist at section C, 9C = 0.015 rad. Determine the diameter...

Page 570

W EZ2 it' 2 Rigid D V77A Rigid (a) (b)

loaded rods are shown in

your analysis.

W EZ2 it' 2 Rigid D V77A Rigid (a) (b)

**FIGURE**P12.25 12.26 Two possible axiallyloaded rods are shown in

**Fig**. ... E = 200**GPa**. Ignore beam and spring weights inyour analysis.

**FIGURE**P1 2.27 1 2.28 Refer to**Fig**. P 1 2.27 and determine ...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### 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

### Other editions - View all

### 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