## Introduction to Mechanics of Deformable Solids |

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Page 53

Longitudinal ( diametral ) planes through the axis of the tube also will have a

shear stress o

be equality of cross shears on planes at right angles . Reasoning similar to that ...

Longitudinal ( diametral ) planes through the axis of the tube also will have a

shear stress o

**acting**on them ( Figs . 4 . 6 and 4 . 7 ) , because there must alwaysbe equality of cross shears on planes at right angles . Reasoning similar to that ...

Page 228

The principal stress of 5000 psi compression

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

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 379

Of the external forces

u * sin a ) . The right - hand side of the equation of virtual work ( 15.1 : 1 )

represents the internal work in this imagined displacement . All this work is ...

Of the external forces

**acting**at A , B , and C only F is displaced and does work F (u * sin a ) . The right - hand side of the equation of virtual work ( 15.1 : 1 )

represents the internal work in this imagined displacement . All this work is ...

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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