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 50
... Cross - Sectional Area of a Tension Member . The cross- sectional area of a prismatic member subjected to a tension force can be determined provided the force has a line of action that passes through the centroid of the cross section ...
... Cross - Sectional Area of a Tension Member . The cross- sectional area of a prismatic member subjected to a tension force can be determined provided the force has a line of action that passes through the centroid of the cross section ...
Page 156
... cross - sectional area A1 , and a central post EF made from material 2 having a modulus of elasticity E2 and a cross sectional area A2 . If posts AB and CD are to be replaced by those having a material 2 , determine the required cross ...
... cross - sectional area A1 , and a central post EF made from material 2 having a modulus of elasticity E2 and a cross sectional area A2 . If posts AB and CD are to be replaced by those having a material 2 , determine the required cross ...
Page 804
... cross - sectional area of 4.5 in2 . Est29 ( 103 ) ksi . 14-79 . Determine the vertical displacement of point E. Each A - 36 steel member has a cross - sectional area of 4.5 in2 . 14-82 . Determine the horizontal displacement of joint B ...
... cross - sectional area of 4.5 in2 . Est29 ( 103 ) ksi . 14-79 . Determine the vertical displacement of point E. Each A - 36 steel member has a cross - sectional area of 4.5 in2 . 14-82 . Determine the horizontal displacement of joint B ...
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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