Engineering Mechanics of SolidsPopov (civil engineering, U. Cal., Berkeley) has written this textbook for undergraduate students. Traditional topics are supplemented by an exposure to several newly-emerging disciplines, such as the probabilistic basis for structural analysis, and matrix methods. Annotation copyright Book News, In |
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... deformation shown in Figs . 2-43 ( b ) to ( d ) are greatly exaggerated . Moreover , since the deformations are very small , the undeformed , i.e. , the initial , bar lengths are used in calculating throughout . An illustration of force ...
... deformation shown in Figs . 2-43 ( b ) to ( d ) are greatly exaggerated . Moreover , since the deformations are very small , the undeformed , i.e. , the initial , bar lengths are used in calculating throughout . An illustration of force ...
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... deformations are easily determined , depending on the sense of the applied force . For a general theory , it is preferable to refer to these lateral defor- mations on the basis of deformations per unit of length of the transverse ...
... deformations are easily determined , depending on the sense of the applied force . For a general theory , it is preferable to refer to these lateral defor- mations on the basis of deformations per unit of length of the transverse ...
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Egor Paul Popov. engineering applications , deformations must be limited , the lower range of strains is particularly important . The large deformations of materials in the analysis of such operations as forging , forming , and drawing ...
Egor Paul Popov. engineering applications , deformations must be limited , the lower range of strains is particularly important . The large deformations of materials in the analysis of such operations as forging , forming , and drawing ...
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A₁ allowable stress aluminum analysis angle applied force applied load assumed axes axial force axially loaded bar beam bending moment bending stress bolts buckling C₁ caused centroid column compression concentrated force considered constant cross section cross-sectional area cylinder deflection deformations Determine diameter direction elastic curve elastic modulus element equal equations equilibrium example figure flange flexure formula given by Eq Hence Hooke's law horizontal in² indeterminate problems inertia infinitesimal internal kips length linearly elastic material maximum shear stress mm² modulus Mohr's circle moment of inertia neutral axis normal stress obtained P₁ plane plastic principal stresses problem procedure reactions rectangular rotation segment shaft shear center shear stress shown in Fig solution statically indeterminate steel strain energy stress distribution stress-strain stresses acting tensile tensile stress Tmax torque torsion tube vertical yield zero