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 696
... column to undergo a large deflection , which is generally not tolerated in engineering structures or machines . For example , it may take only a few ... column will. 696 CHAPTER 13 BUCKLING OF COLUMNS 575 Ideal Column with Pin Supports.
... column to undergo a large deflection , which is generally not tolerated in engineering structures or machines . For example , it may take only a few ... column will. 696 CHAPTER 13 BUCKLING OF COLUMNS 575 Ideal Column with Pin Supports.
Page 704
... column support and show how to apply these results by writing Euler's formula in a general form . = Effective Length . As stated previously , the Euler formula , Eq . 13-5 , was developed ... column is 24 704 CHAPTER 13 BUCKLING OF COLUMNS.
... column support and show how to apply these results by writing Euler's formula in a general form . = Effective Length . As stated previously , the Euler formula , Eq . 13-5 , was developed ... column is 24 704 CHAPTER 13 BUCKLING OF COLUMNS.
Page 723
... column remain below the material's yield point ( actually the proportional limit ) when the column buckles , and so this equation applies only to long columns . In practice , however , most columns are selected to have intermediate ...
... column remain below the material's yield point ( actually the proportional limit ) when the column buckles , and so this equation applies only to long columns . In practice , however , most columns are selected to have intermediate ...
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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