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 68
Page 300
SOLUTION (a) The solution is depicted in Fig. 6.8(d). Appropriate free-body
diagrams are shown in Fig. 6.8(b) and (c). It is left as an exercise for the student
to check these equations and the moment diagram. (b) The solution is depicted in
Fig.
SOLUTION (a) The solution is depicted in Fig. 6.8(d). Appropriate free-body
diagrams are shown in Fig. 6.8(b) and (c). It is left as an exercise for the student
to check these equations and the moment diagram. (b) The solution is depicted in
Fig.
Page 374
SOLUTION. A stress element similar to the one shown in Fig. 7.12(a) is selected
on the surface of the circular shaft, and the stresses ax and xxv are computed in
terms of the unknown diameter d as follows. By Eq. 5.10, Mu ' 11 80,000(d/2) ...
SOLUTION. A stress element similar to the one shown in Fig. 7.12(a) is selected
on the surface of the circular shaft, and the stresses ax and xxv are computed in
terms of the unknown diameter d as follows. By Eq. 5.10, Mu ' 11 80,000(d/2) ...
Page 436
Since Hooke's law was used in the solution, the resulting values of stress should
be carefully compared to the proportional limit of the materials to ensure that
those limits have not been exceeded. Should the proportional limit of the material
be ...
Since Hooke's law was used in the solution, the resulting values of stress should
be carefully compared to the proportional limit of the materials to ensure that
those limits have not been exceeded. Should the proportional limit of the material
be ...
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
References to this book
Bibliographic information
| Title | Engineering mechanics of materials |
| Authors | B. B. Muvdi, J. W. McNabb |
| Edition | 3, illustrated |
| Publisher | Springer-Verlag, 1991 |
| Original from | the University of Michigan |
| Digitized | 29 Nov 2007 |
| ISBN | 0387973389, 9780387973388 |
| Length | 693 pages |
| Subjects | › › Mechanics, Applied Science / Mechanics / General Science / Nanostructures Strength of materials Technology & Engineering / Civil / General Technology & Engineering / Material Science |
| Export Citation | BiBTeX EndNote RefMan |