## Introduction to Mechanics of Deformable Solids |

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Page 15

7 Low - and medium - carbon

lines are simply the conglomeration of these unstable jumps and often appear

wavy when recorded during a test . Despite these peculiarities , it is permissible

and ...

7 Low - and medium - carbon

**structural**steel ( hot - rolled ) . zontal lower yieldlines are simply the conglomeration of these unstable jumps and often appear

wavy when recorded during a test . Despite these peculiarities , it is permissible

and ...

Page 25

Most

under load . The factor of safety to be employed as well as the working load is

under continual reexamination for the important classes of

machines .

Most

**structural**design involves far greater uncertainty in load and in behaviorunder load . The factor of safety to be employed as well as the working load is

under continual reexamination for the important classes of

**structures**andmachines .

Page 71

It was unnecessary to do so because 15 psi is entirely negligible in comparison

with the stress levels of importance in

15 psi is not a negligible fraction of tire pressure or the pressure exerted by ...

It was unnecessary to do so because 15 psi is entirely negligible in comparison

with the stress levels of importance in

**structural**metals and plastics . However ,15 psi is not a negligible fraction of tire pressure or the pressure exerted by ...

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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