## 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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acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires response result rotation shear stress shell shown shows simple sketch solution solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero