## 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 304

Points C and D are located a

curve of Fig. 6.13(a). This

point B, which has been chosen as the origin for the variable x, . Consider the ...

Points C and D are located a

**differential**distance dx = dxl apart on the elasticcurve of Fig. 6.13(a). This

**differential**segment is located a distance x, to the left ofpoint B, which has been chosen as the origin for the variable x, . Consider the ...

Page 326

The term \ dPt dvt is a second-order

be dropped from the equation. This yields the mathematical form of Castigliano's

second theorem : (6.30) The first partial derivative of the strain energy with

respect ...

The term \ dPt dvt is a second-order

**differential**and without approximation maybe dropped from the equation. This yields the mathematical form of Castigliano's

second theorem : (6.30) The first partial derivative of the strain energy with

respect ...

Page 413

where A0 is the amplitude or midpoint deflection of the column of length L. Write

the governing

where A0 is the amplitude or midpoint deflection of the column of length L. Write

the governing

**differential**equation, state the boundary conditions, and solve this**differential**equation subject to these conditions. 8.27 A pin-ended column is ...### What people are saying - Write a review

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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