## Introduction to Mechanics of Deformable Solids |

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Page 412

5 Euler buckling curves , yield cutoff , and

lomax = 40 , 000 psi and voc / r2 = 0 . 10 . Physical significance of the eigenvalue

or Euler buckling load Although in this very real sense the eigenvalue Ph = 7 ?

5 Euler buckling curves , yield cutoff , and

**column**transition curves based onlomax = 40 , 000 psi and voc / r2 = 0 . 10 . Physical significance of the eigenvalue

or Euler buckling load Although in this very real sense the eigenvalue Ph = 7 ?

Page 420

2 . 7 ) tend to be excessively large . 16 . 5 / OTHER END CONDITIONS Linear -

elastic

propped cantilever

L2 ...

2 . 7 ) tend to be excessively large . 16 . 5 / OTHER END CONDITIONS Linear -

elastic

**columns**A fixed - ended**column**of length Li is shown in Fig . 16 . 3c , apropped cantilever

**column**( fixed at one end and hinged at the other ) of lengthL2 ...

Page 434

... 342 sandwich , 356 simply supported , 331 slope , 332 statically determinate ,

334 , 338 - 341 statically indeterminate , 334 , 341 - 345 strength of materials

assumption , 325 virtual work equation , 376 , 386 Beam

deflection ...

... 342 sandwich , 356 simply supported , 331 slope , 332 statically determinate ,

334 , 338 - 341 statically indeterminate , 334 , 341 - 345 strength of materials

assumption , 325 virtual work equation , 376 , 386 Beam

**column**, 6 , 403deflection ...

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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