## Introduction to Mechanics of Deformable Solids |

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Page 11

A force F is applied at the center of the circle in a direction perpendicular to the

plane of the wire . The far end of the wire is clamped firmly to prevent all motion

there . A .

...

A force F is applied at the center of the circle in a direction perpendicular to the

plane of the wire . The far end of the wire is clamped firmly to prevent all motion

there . A .

**Consider**the complete cross section A - A , and compute N , V » , V2 , T...

Page 162

inside the other with no space between them ( Fig . 8 . 4 ) . How does this

assemblage differ from a hollow bar ( thick - walled cylinder ) under twist ? Recall

that ...

**Consider**a large number of concentric thin - walled circular cylinders nesting oneinside the other with no space between them ( Fig . 8 . 4 ) . How does this

assemblage differ from a hollow bar ( thick - walled cylinder ) under twist ? Recall

that ...

Page 236

the normal component of stress on on each plane . Select the plane on which o

max , the maximum on , acts . If there is a choice , because more than one plane

is ...

**Consider**all planes through a given point at which stress is finite , and examinethe normal component of stress on on each plane . Select the plane on which o

max , the maximum on , acts . If there is a choice , because more than one plane

is ...

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acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero