Mechanics of MaterialsFor undergraduate Mechanics of Materials courses in Mechanical, Civil, and Aerospace Engineering departments. Containing Hibbeler's hallmark student-oriented features, this text is in four-color with a photorealistic art program designed to help students visualize difficult concepts. A clear, concise writing style and more examples than any other text further contribute to students' ability to master the material. Click here for the Video Solutions that accompany this book. Developed by Professor Edward Berger, University of Virginia, these are complete, step-by-step solution walkthroughs of representative homework problems from each section of the text. |
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Page 69
... deformation when stretched . On the other hand , only slight deformations of structural members occur when a building is occupied with people walking about . Deformation of a body can also occur when the temperature of the body is ...
... deformation when stretched . On the other hand , only slight deformations of structural members occur when a building is occupied with people walking about . Deformation of a body can also occur when the temperature of the body is ...
Page 126
... deformation that occurs at each end . This effect tends to decrease as measurements are taken farther and farther away from the ends . Furthermore , the deformations even out and become uniform throughout the midsection of the bar ...
... deformation that occurs at each end . This effect tends to decrease as measurements are taken farther and farther away from the ends . Furthermore , the deformations even out and become uniform throughout the midsection of the bar ...
Page 301
... deformation . By definition , the normal strain along As is determined from Eq . 2-2 , namely , € = lim As - 0 As ... deformation , As = Ax , Fig . 6-23a . After deformation Ax has a radius of curvature p , with center of curvature at ...
... deformation . By definition , the normal strain along As is determined from Eq . 2-2 , namely , € = lim As - 0 As ... deformation , As = Ax , Fig . 6-23a . After deformation Ax has a radius of curvature p , with center of curvature at ...
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absolute maximum shear allowable bending stress allowable shear stress aluminum angle of twist Applying Eq average normal stress axial load beam's buckling caused centroid column compressive constant cross section cross-sectional area deformation Determine the maximum diameter displacement distributed load Draw the shear elastic curve element EXAMPLE factor of safety free-body diagram ft Prob Hooke's law in² kip/ft kN·m kN/m length linear-elastic loading shown located material maximum bending stress maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle moment of inertia neutral axis normal strain plane stress plastic principal strains principal stresses radius redundant sectional area segment shaft shear force shear strain shown in Fig slope SOLUTION Solve Prob statically indeterminate steel strain energy stress acting stress distribution stress-strain diagram tensile tensile stress torque torsional yield zero ΕΙ σχ