## Introduction to Mechanics of Deformable Solids |

### From inside the book

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Page 4

6 Statically indeterminate Problems 106 chapter 7 Beams in

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Linear - elastic behavior 114 Elastic - perfectly plastic idealization 115 Linear ...

6 Statically indeterminate Problems 106 chapter 7 Beams in

**pure**bending 111 7 .1

**Pure**Bending of Plane Assemblages of Bars in Tension and Compression 111Linear - elastic behavior 114 Elastic - perfectly plastic idealization 115 Linear ...

Page 111

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COMPRESSION A brief look at the development so far shows that but a bare

beginning has been made in the attack on the general problem of the prismatic or

...

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**PURE**BENDING OF PLANE ASSEMBLAGES OF BARS IN TENSION ANDCOMPRESSION A brief look at the development so far shows that but a bare

beginning has been made in the attack on the general problem of the prismatic or

...

Page 143

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doubly symmetric assemblage of bars suggests a doubly symmetric beam of

constant , or uniform , cross section along its length . In

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**PURE**BENDING OF ACTUAL BEAMS Relation to assemblages of bars Adoubly symmetric assemblage of bars suggests a doubly symmetric beam of

constant , or uniform , cross section along its length . In

**pure**bending , each cross...

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### Common terms and phrases

acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent 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 response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero