## 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 423

If the fluid pressure p reaches a value of 1750 psi, determine whether or not the

yield stress of 50 ksi shown in Fig. 8.12(b) (p. 416). Cylinder P D = 3.75 in.

If the fluid pressure p reaches a value of 1750 psi, determine whether or not the

**steel**rod has been designed satisfactorily. Use the information for**steel**with ayield stress of 50 ksi shown in Fig. 8.12(b) (p. 416). Cylinder P D = 3.75 in.

Page 626

F, A„E, (-«". = *.l -| Fc (a)

FIGURE 13.17 ... The force resisted by the fictional concrete fiber must equal the

force resisted by the

fictional ...

F, A„E, (-«". = *.l -| Fc (a)

**Steel**rod or fiber Ac &c (b) Fictional concrete fiberFIGURE 13.17 ... The force resisted by the fictional concrete fiber must equal the

force resisted by the

**steel**rod or fiber: F = F (13.27) 2. The deformation of thefictional ...

Page 629

13.18, change d from 24 in. to 22 in. and b from 14 in. to 15 in., and determine the

stresses in the

13.52 A reinforced concrete beam has a rectangular cross section with b = 0.46 ...

13.18, change d from 24 in. to 22 in. and b from 14 in. to 15 in., and determine the

stresses in the

**steel**and concrete. Use a modular ratio n = 10 and Mu = 50 k-ft.13.52 A reinforced concrete beam has a rectangular cross section with b = 0.46 ...

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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