## Introduction to Mechanics of Deformable Solids |

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= angle ABC = 45° braically ( tension positive ) the greatest , and on another

algebraically the least , normal stress for any

2

**Planes**of maximum shear stress ( see Fig . 11 . 1 ) . 01 - 03 Tmax = angle BAC= angle ABC = 45° braically ( tension positive ) the greatest , and on another

algebraically the least , normal stress for any

**plane**through the point . Call the ...Page 224

11.7 Components of stress on an inclined

The two - dimensional sketch is adequate , but the true three - dimensional

situation must always be kept in mind . Zero values are significant numbers , not ...

11.7 Components of stress on an inclined

**plane**in a biaxial stress field o a , Oc .The two - dimensional sketch is adequate , but the true three - dimensional

situation must always be kept in mind . Zero values are significant numbers , not ...

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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**...### What people are saying - Write a review

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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined compatibility components compression compressive stress 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 versus viscous yield zero