## Introduction to Mechanics of Deformable Solids |

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Page 154

A . When the extreme fiber stress ( the

moments 1 . M , Y 2 . M , about the coordinate axes . B . When the beam is

essentially fully plastic ( oo everywhere except the immediate vicinity of the

neutral ...

A . When the extreme fiber stress ( the

**maximum**stress ) just reaches oo , find themoments 1 . M , Y 2 . M , about the coordinate axes . B . When the beam is

essentially fully plastic ( oo everywhere except the immediate vicinity of the

neutral ...

Page 219

Perhaps

types ; perhaps a very complicated function of shear stress governs . A rational

basis for decision can be achieved only by delving much more deeply into the

nature ...

Perhaps

**maximum**shear stress alone is significant for inelastic behavior of alltypes ; perhaps a very complicated function of shear stress governs . A rational

basis for decision can be achieved only by delving much more deeply into the

nature ...

Page 375

B . Compute the algebraic

Indicate where each acts on a sketch of the frame . C . If you solved Prob . 1 . 1

previously , evaluate the answer you gave then . 14 . 36 Parts of Prob . 14 .

B . Compute the algebraic

**maximum**of ox and the numeric**maximum**at A - A .Indicate where each acts on a sketch of the frame . C . If you solved Prob . 1 . 1

previously , evaluate the answer you gave then . 14 . 36 Parts of Prob . 14 .

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actual addition angle answer applied assemblage axial axis beam behavior bending circle circular column combined components compression compressive stress computed 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 viscous yield zero