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 88
... yield stress -ultimate stress σY Opl elastic yielding strain necking region hardening elastic plastic behavior ... yield stress or yield point , σy , and the deformation that occurs is called plastic deformation . Although not shown in ...
... yield stress -ultimate stress σY Opl elastic yielding strain necking region hardening elastic plastic behavior ... yield stress or yield point , σy , and the deformation that occurs is called plastic deformation . Although not shown in ...
Page 183
... yield . What is the displacement of point G for this case ? For the calculation , assume that the steel is elastic ... yield and ( b ) all the posts yield . = = E D P P 800 mm A B C G A B C al br al 400 mm- +250 mm- 150 mm Prob . 4-101 2 ...
... yield . What is the displacement of point G for this case ? For the calculation , assume that the steel is elastic ... yield and ( b ) all the posts yield . = = E D P P 800 mm A B C G A B C al br al 400 mm- +250 mm- 150 mm Prob . 4-101 2 ...
Page 567
... yielding . 10-79 . Solve Prob . 10-78 using the maximum - shear - stress theory . * 10-80 . The principal plane stresses acting on a differential element are shown . If the material is machine steel having a yield stress of oy = 700 MPa ...
... yielding . 10-79 . Solve Prob . 10-78 using the maximum - shear - stress theory . * 10-80 . The principal plane stresses acting on a differential element are shown . If the material is machine steel having a yield stress of oy = 700 MPa ...
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Common terms and phrases
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