## 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 66

Page 30

Linear 200 lb/ft FIGURE P1 .39 1.40 Determine the

the beam depicted in Fig. P1. 40. Then find the shear and moment at sections

A-A and B-B. Make comments regarding symmetry or antisymmetry of loads, ...

Linear 200 lb/ft FIGURE P1 .39 1.40 Determine the

**reactions**at D and E acting onthe beam depicted in Fig. P1. 40. Then find the shear and moment at sections

A-A and B-B. Make comments regarding symmetry or antisymmetry of loads, ...

Page 44

B. B. Muvdi, J. W. McNabb. 1.57 Choose an origin at A as shown in Fig. P1. 57

and write shear and moment equations for this cantilever wall. FIGURE P1.57 1.

58 Determine the

.

B. B. Muvdi, J. W. McNabb. 1.57 Choose an origin at A as shown in Fig. P1. 57

and write shear and moment equations for this cantilever wall. FIGURE P1.57 1.

58 Determine the

**reactions**at A and E in terms of P for the beam shown in Fig. P1.

Page 45

64 after determining the

FIGURE P1.64 10 ft 1.65 Find the

moment diagrams for the beam shown in Fig. P1. 65. I'W' Up |4 4/> -4 ft 4 ft- E ...

64 after determining the

**reactions**at A and B. 0.6 k/ft 777777. ^ 25 k C '77/// 20 ftFIGURE P1.64 10 ft 1.65 Find the

**reactions**at B and £ and then draw shear andmoment diagrams for the beam shown in Fig. P1. 65. I'W' Up |4 4/> -4 ft 4 ft- E ...

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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