## Introduction to Mechanics of Deformable Solids |

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Page 228

The principal stress of 5000 psi compression acting on

whose coordinates are ( - 5000 , 0 ) . The line joining points 1 and 3 is a diameter

of the Mohr ' s circle for the components of stress acting on any

The principal stress of 5000 psi compression acting on

**plane**3 plots as point 3whose coordinates are ( - 5000 , 0 ) . The line joining points 1 and 3 is a diameter

of the Mohr ' s circle for the components of stress acting on any

**plane**...Page 233

16

450 or ( c ) 2 01 - 0 0 – 03 - 03 - or ( b ) — 2 2 2 The direction of o , and the

on which it acts can be determined approximately by inspection . As illustrated by

...

16

**Plane**stress - zero cannot be ignored . 01 - 03 ( a ) Tmax = ' 1 = " > or ( 6 ) "450 or ( c ) 2 01 - 0 0 – 03 - 03 - or ( b ) — 2 2 2 The direction of o , and the

**plane**on which it acts can be determined approximately by inspection . As illustrated by

...

Page 237

The next step of the proof is to indicate the orientation of the two

secondary principal stresses og , On ( Ten = 0 ) for ... There is no possibility in

general of a unique set of three

perfectly ...

The next step of the proof is to indicate the orientation of the two

**planes**ofsecondary principal stresses og , On ( Ten = 0 ) for ... There is no possibility in

general of a unique set of three

**planes**, because zero stress on every**plane**is aperfectly ...

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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 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