## 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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Results 1-3 of 83

Page 427

Top chord

Standard) 15-in. depth SO lb/ft FIGURE P8.54 Find the design loads P applied to

the truss assuming that they are limited by the safe axial loads which each of the

...

Top chord

**cross section**0.799 in Single channel properties CI 5 X 50 (AmericanStandard) 15-in. depth SO lb/ft FIGURE P8.54 Find the design loads P applied to

the truss assuming that they are limited by the safe axial loads which each of the

...

Page 617

13.24 (a) Assume that a load is applied normal to the axis of symmetry of the

section shown in Fig. PI 3.24 and determine the shear forces in rectangles AB,

BC, and CD. (b) Locate the shear center for this

13.25 ...

13.24 (a) Assume that a load is applied normal to the axis of symmetry of the

section shown in Fig. PI 3.24 and determine the shear forces in rectangles AB,

BC, and CD. (b) Locate the shear center for this

**cross section**. FIGURE P1 3.2413.25 ...

Page 620

In analyzing beams of two materials, it is very convenient to deal with an

equivalent

beam. This equivalent

materials ...

In analyzing beams of two materials, it is very convenient to deal with an

equivalent

**cross section**instead of dealing with the actual**cross section**of thebeam. This equivalent

**cross section**is obtained by transforming either of the twomaterials ...

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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