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 269
EXAMPLE 6.2 The function v = f(x), which will be determined by two successive
integrations of the appropriate differential equation, is continuous and
differentiable. The first derivative of this function with respect to x, dv/dx,
represents the ...
EXAMPLE 6.2 The function v = f(x), which will be determined by two successive
integrations of the appropriate differential equation, is continuous and
differentiable. The first derivative of this function with respect to x, dv/dx,
represents the ...
Page 320
tions would then be applied to each of the three beam segments, yielding three
slope and three deflection equations. These six equations would contain six
constants of integration. Consequently, six boundary and matching conditions
would ...
tions would then be applied to each of the three beam segments, yielding three
slope and three deflection equations. These six equations would contain six
constants of integration. Consequently, six boundary and matching conditions
would ...
Page 413
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 ...
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 ...
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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 | |
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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
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 |