## Introduction to Mechanics of Deformable Solids |

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Page 174

Compute and

combined cross section of the inner and the outer cylinder : A . Immediately upon

application of T B . After a long time has elapsed 8 . 10 A 3 - in . - diameter 15 - in

.

Compute and

**sketch**the distribution of shear stress and shear strain over thecombined cross section of the inner and the outer cylinder : A . Immediately upon

application of T B . After a long time has elapsed 8 . 10 A 3 - in . - diameter 15 - in

.

Page 234

C . On a

1 , 0 2 , 0 3 , 7 max ) acts . D . Draw the three Mohr ' s circles , and label 01 , 02 ,

03 , Tmax . E . Find and

C . On a

**sketch**of the tube choose a point , and show the plane on which each ( 61 , 0 2 , 0 3 , 7 max ) acts . D . Draw the three Mohr ' s circles , and label 01 , 02 ,

03 , Tmax . E . Find and

**sketch**the components of stress on the planes which ...Page 258

001 in . in diameter , and twisted through 0 . 5o . A . Find the principal strains in

the surface , and show their orientation on a

normal strain en in the surface at + 30° and at - 30° to the circumferential

direction .

001 in . in diameter , and twisted through 0 . 5o . A . Find the principal strains in

the surface , and show their orientation on a

**sketch**of the tube . B . Find thenormal strain en in the surface at + 30° and at - 30° to the circumferential

direction .

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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