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 490
... principal stresses in the beam at points A and B. 800 lb 1200 lb 9-54 . The beam has a rectangular cross section and is subjected to the loads shown . Write a computer program that can be used to determine the principal stresses at ...
... principal stresses in the beam at points A and B. 800 lb 1200 lb 9-54 . The beam has a rectangular cross section and is subjected to the loads shown . Write a computer program that can be used to determine the principal stresses at ...
Page 501
... stress . The intermediate elements 2 and 4 resist both normal and shear stress . In each case the state of stress can be transformed into principal stresses , using either the stress - transformation equations or Mohr's circle . The ...
... stress . The intermediate elements 2 and 4 resist both normal and shear stress . In each case the state of stress can be transformed into principal stresses , using either the stress - transformation equations or Mohr's circle . The ...
Page 558
... principal stress , Fig . 10-29c , and these planes coincide with the direction of the Lüder lines shown on the ... stresses . The procedure for doing this was discussed in Sec . 9.7 with reference to a condition of plane stress , that is , ...
... principal stress , Fig . 10-29c , and these planes coincide with the direction of the Lüder lines shown on the ... stresses . The procedure for doing this was discussed in Sec . 9.7 with reference to a condition of plane stress , that is , ...
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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