## Introduction to Mechanics of Deformable Solids |

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Page 384

5

no forces applied ) ; ( 6 ) equilibrium set to find uc . The actual horizontal

displacement uc of C is to be found . Therefore the actual displacements and

strains ...

5

**Virtual**work solves a purely geometric problem . ( a ) ( Actual ) compatible set (no forces applied ) ; ( 6 ) equilibrium set to find uc . The actual horizontal

displacement uc of C is to be found . Therefore the actual displacements and

strains ...

Page 390

Using the concept of

schematic layouts of the platform and lever arms to accomplish the objective ,

with a maximum total balance weight of 50 lb . Which layout is better ? Why ?

Using the concept of

**virtual**work explicitly , sketch two quite different alternativeschematic layouts of the platform and lever arms to accomplish the objective ,

with a maximum total balance weight of 50 lb . Which layout is better ? Why ?

Page 392

Assume the beam to be composed of linear - viscoelastic material of the Maxwell

type ; ė = 0 / Em to / Cm . A . Use the method of

of the free end L immediately upon abrupt application of the loads . B . What is ...

Assume the beam to be composed of linear - viscoelastic material of the Maxwell

type ; ė = 0 / Em to / Cm . A . Use the method of

**virtual**work to find the deflectionof the free end L immediately upon abrupt application of the loads . B . What is ...

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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