## 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 oo / 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 oo / o all of 1 . 7 against first yielding in

any bar ? 4 .

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 ...

Page 441

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

Overhanging beam , 334 Path independence , 277 Perfectly

19 , 274 ( See also

coatings ...

11.8 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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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