## Introduction to Mechanics of Deformable Solids |

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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 z - 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 234

3 Given the information in

Determine each of the three principal stresses 01 202 203 . B . Find the maximum

shear stress Tmax . C . On a sketch of the tube choose a point , and show the

plane ...

3 Given the information in

**Prob**. 4 . 9 on a thin - walled tube in torsion : A .Determine each of the three principal stresses 01 202 203 . B . Find the maximum

shear stress Tmax . C . On a sketch of the tube choose a point , and show the

plane ...

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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### Common terms and phrases

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 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 viscous yield zero