## Introduction to Mechanics of Deformable Solids |

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Page 109

What is the maximum value of Fc (

calculated without going through the step - by - step process ? 3 . What is the

allowable load Fc based upon a factor o o o all of 1 . 7 against first yielding in any

bar ? 4 .

What is the maximum value of Fc (

**plastic**- limit load ) ? How could it becalculated without going through the step - by - step process ? 3 . What is the

allowable load Fc based upon a factor o o o all of 1 . 7 against first yielding in any

bar ? 4 .

Page 177

Limit pressure ( elastic - perfectly

require simultaneous consideration of equilibrium , compatibility , and

stressstrain relations . Statically determinate problems ( Sec . 6 . 2 ) are obvious

examples ...

Limit pressure ( elastic - perfectly

**plastic**material ) However , not all problems dorequire simultaneous consideration of equilibrium , compatibility , and

stressstrain relations . Statically determinate problems ( Sec . 6 . 2 ) are obvious

examples ...

Page 440

8 Offset yield strength , 11 , 58 One - dimensional problem , 185 , 331

Overhanging beam , 334 Path independence , 277 Perfectly

19 , 274 ( See also

coatings ...

8 Offset yield strength , 11 , 58 One - dimensional problem , 185 , 331

Overhanging beam , 334 Path independence , 277 Perfectly

**plastic**material , 16 ,19 , 274 ( See also

**Plastic**) Permanent set or strain , 10 , 11 , 58 Photoelasticcoatings ...

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acts actual addition angle answer applied assemblage 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 example Figure Find force given gives homogeneous idealization increase independent 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 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 versus viscous yield zero