## Introduction to Mechanics of Deformable Solids |

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Page 24

A bar which elongates or shortens too much under

clearances are lost or other critical dimensions ... 6 / WORKING

THE CONCEPT OF FACTOR OF SAFETY A structure must be designed so that it

functions ...

A bar which elongates or shortens too much under

**load**so that neededclearances are lost or other critical dimensions ... 6 / WORKING

**LOADS**ANDTHE CONCEPT OF FACTOR OF SAFETY A structure must be designed so that it

functions ...

Page 25

Most structural design involves far greater uncertainty in

under

under continual reexamination for the important classes of structures and

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**isunder continual reexamination for the important classes of structures and

machines .

Page 103

Many design specifications limit the working

for first yield , RY , say Ru < 1 . 7 Continuation of the

continued stretching of the tubes . The idealized tube which is yielding is doing ...

Many design specifications limit the working

**load**Rv to some fraction of the**load**for first yield , RY , say Ru < 1 . 7 Continuation of the

**loading**beyond RY causescontinued stretching of the tubes . The idealized tube which is yielding is doing ...

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### Common terms and phrases

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