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. |
From inside the book
Results 1-3 of 83
Page 50
... shown in Fig . 1-27a . At the intermediate section a - a , the stress distribution is uniform over the cross section and the shaded area A is determined , as shown in Fig . 1-27b . V = P P. Uniform shear stress Tallow A = P Tallow ( b ) ...
... shown in Fig . 1-27a . At the intermediate section a - a , the stress distribution is uniform over the cross section and the shaded area A is determined , as shown in Fig . 1-27b . V = P P. Uniform shear stress Tallow A = P Tallow ( b ) ...
Page 444
... shown in Fig . 8-3a . Neglect the weight of the member and determine the state of stress at points B and C. SOLUTION ... Fig . 8-3b . Stress Components . Normal Force . The uniform normal - stress distribution due to the normal force is ...
... shown in Fig . 8-3a . Neglect the weight of the member and determine the state of stress at points B and C. SOLUTION ... Fig . 8-3b . Stress Components . Normal Force . The uniform normal - stress distribution due to the normal force is ...
Page 508
... Fig . 9-27a . Like the case of plane stress , it is possible to develop stress - transformation equations that can ... shown in Fig . 9-27c , these principal stresses are assumed to have magnitudes of maximum , intermediate , and minimum ...
... Fig . 9-27a . Like the case of plane stress , it is possible to develop stress - transformation equations that can ... shown in Fig . 9-27c , these principal stresses are assumed to have magnitudes of maximum , intermediate , and minimum ...
Other editions - View all
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