## 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 88

11 Parts of

steel pipe of

released . Find the change in diameter , change in length , and change in wall ...

11 Parts of

**Prob**. 5 . 10 as assigned , but for a 3 - in . wall thickness . 5 . 12 Thesteel pipe of

**Prob**. 5 . 10B is cooled down to 40°F , and the gage pressure isreleased . Find the change in diameter , change in length , and change in wall ...

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 )

...

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acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained 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 solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero