## Introduction to Mechanics of Deformable Solids |

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Page 87

3 At the working load in

need to know the answer to

thickness . C . Compute the change in interior volume . 5 . 4 What is the factor of ...

3 At the working load in

**Prob**. 5 . 2 : A . Compute the change in diameter . Do youneed to know the answer to

**Prob**. 5 . 2 first ? B . Compute the change in wallthickness . C . Compute the change in interior volume . 5 . 4 What is the factor of ...

Page 289

4 Parts of

curve of 6061 - T4 as sketched in Fig . 2 . 5 . 12 . 5 Convert path ( i ) of

1 to a path in principal - stress space . Compute the strains at the end of path ( i )

...

4 Parts of

**Probs**. 12 . 1 , 12 . 2 , or 12 . 3B as assigned , but with the stress - straincurve of 6061 - T4 as sketched in Fig . 2 . 5 . 12 . 5 Convert path ( i ) of

**Prob**. 12 .1 to a path in principal - stress space . Compute the strains at the end of path ( i )

...

Page 375

C . If you solved

36 Parts of

plane loading ( Problem 1 . 2 ) . 14 . 37 A . Suppose the material of the frame of ...

C . If you solved

**Prob**. 1 . 1 previously , evaluate the answer you gave then . 14 .36 Parts of

**Prob**. 14 . 35 as assigned , but for the added complication of out - of -plane loading ( Problem 1 . 2 ) . 14 . 37 A . Suppose the material of the frame of ...

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actual addition angle answer applied assemblage axial axis beam behavior bending circle circular column combined components compression compressive stress computed Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase 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 residual response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero