## Introduction to Mechanics of Deformable Solids |

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Page 61

Three - dimensional sketches and the conventional two - dimensional

representations are drawn side by side to reemphasize that lines on the

conventional drawing represent planes perpendicular to the paper and that the

shear stresses

Three - dimensional sketches and the conventional two - dimensional

representations are drawn side by side to reemphasize that lines on the

conventional drawing represent planes perpendicular to the paper and that the

shear stresses

**act**...Page 219

4.2 ) that for uniaxial tension of the maximum shear stress

to the plane on which the tension

that for 7 alone the maximum tensile and the maximum compressive stress

...

4.2 ) that for uniaxial tension of the maximum shear stress

**acts**on planes at 45 °to the plane on which the tension

**acts**? What is the generalization of the resultthat for 7 alone the maximum tensile and the maximum compressive stress

**act**on...

Page 236

11.18 Principal stresses exist and

Fig . 11.1 ) . as ß changes . These " principal stresses ” og , on are not real

principal stresses . As shown in Fig . 11.176 , og and on

general ...

11.18 Principal stresses exist and

**act**on planes of zero shear stress ( see alsoFig . 11.1 ) . as ß changes . These " principal stresses ” og , on are not real

principal stresses . As shown in Fig . 11.176 , og and on

**act**on planes which ingeneral ...

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acts actual addition angle answer applied assemblage axes 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 equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell MICHIGAN modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced radius range ratio 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 unloading viscous yield zero