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 70
... length and rotates . B As A Undeformed body ( a ) n In the general sense , the deformation of a body will not be uniform throughout its volume , and so the change in geometry of any line segment within the body may vary along its length ...
... length and rotates . B As A Undeformed body ( a ) n In the general sense , the deformation of a body will not be uniform throughout its volume , and so the change in geometry of any line segment within the body may vary along its length ...
Page 158
... length of the member бт = the algebraic change in length of the member = If the change in temperature varies throughout the length of the member , i.e. , AT AT ( x ) , or if a varies along the length , then Eq . 4-4 applies for each ...
... length of the member бт = the algebraic change in length of the member = If the change in temperature varies throughout the length of the member , i.e. , AT AT ( x ) , or if a varies along the length , then Eq . 4-4 applies for each ...
Page 704
... length , Le . Obviously , for a pin - ended column L , L , Fig . 13-12a . For the fixed and free - ended column analyzed above , the deflection curve was found to be one - half that of a column that is pin - connected and has a length ...
... length , Le . Obviously , for a pin - ended column L , L , Fig . 13-12a . For the fixed and free - ended column analyzed above , the deflection curve was found to be one - half that of a column that is pin - connected and has a length ...
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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