## Introduction to Mechanics of Deformable Solids |

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Page 220

01 - 03 Tmax = angle BAC = angle ABC = 45° braically ( tension positive ) the

greatest , and on another algebraically the least ,

through the point . Call the maximum principal stress 01 and the minimum

principal ...

01 - 03 Tmax = angle BAC = angle ABC = 45° braically ( tension positive ) the

greatest , and on another algebraically the least ,

**normal**stress for any planethrough the point . Call the maximum principal stress 01 and the minimum

principal ...

Page 228

The pole is determined by the line through point 1 at the angle of inclination a of

the 10 , 000 - psi

direction of the 5000 - psi compressive

horizontal ...

The pole is determined by the line through point 1 at the angle of inclination a of

the 10 , 000 - psi

**normal**stress on plane 1 , or by the line through 3 in thedirection of the 5000 - psi compressive

**normal**stress on plane 3 , or by thehorizontal ...

Page 229

Intersection with the circle at the point ( Oystyr ) gives the

components of stress acting on the plane . In this illustrative example , the

stress is negative , or compressive , whereas the shear stress is positive , or ...

Intersection with the circle at the point ( Oystyr ) gives the

**normal**and shearcomponents of stress acting on the plane . In this illustrative example , the

**normal**stress is negative , or compressive , whereas the shear stress is positive , or ...

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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