## Introduction to Mechanics of Deformable Solids |

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Page 5

2

94 6 . 4 Statically Indeterminate Assemblages 96 6 . 5 Illustrative Example of a

Statically indeterminate Sys - tem 99 Linear - elastic 101 Elastic - perfectly plastic

...

2

**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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Page 90

... later when still more general nonhomogeneous states of stress are studied and

the equation of virtual work is employed . 6 . 2 /

ASSEMBLAGES The

... later when still more general nonhomogeneous states of stress are studied and

the equation of virtual work is employed . 6 . 2 /

**STATICALLY DETERMINATE**ASSEMBLAGES The

**statically determinate**two - bar assemblages shown in Fig .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

...

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