## Introduction to Mechanics of Deformable Solids |

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94 6 . 4

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**Statically**Determinate Assemblages 90 6 . 3**Statically**Determinate Problems94 6 . 4

**Statically**Indeterminate Assemblages 96 6 . 5 Illustrative Example of a**Statically**indeterminate Sys - tem 99 Linear - elastic 101 Elastic - perfectly plastic...

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duration of the test . Assume the elastic properties to be independent of

temperature and the viscous properties to apply at the test temperature . 6 . 9

What difficulty ...

3

**Statically**indeterminate assemblages . maintained constant at 0 . – 80 for theduration of the test . Assume the elastic properties to be independent of

temperature and the viscous properties to apply at the test temperature . 6 . 9

What difficulty ...

Page 334

8 are

determined by considerations of equilibrium alone in a problem of statics . As

shown by free - body sketches and moment diagrams of M versus x , the bending

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8 are

**statically**determinate . Reactions , shear forces , and bending moments aredetermined by considerations of equilibrium alone in a problem of statics . As

shown by free - body sketches and moment diagrams of M versus x , the bending

...

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### Common terms and phrases

acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained 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 solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero