## Introduction to Mechanics of Deformable Solids |

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Page 152

Fig . 7 . 30

are 1 in . ? except for the corner bars , which are } in . ? ( Actual

2 ) 7 . 8 / PROBLEMS OF ACTUAL

...

Fig . 7 . 30

**Beam**simulation by assemblage . All bars of the 13 - bar assemblageare 1 in . ? except for the corner bars , which are } in . ? ( Actual

**beam**A = 11 in .2 ) 7 . 8 / PROBLEMS OF ACTUAL

**BEAMS**IN PURE BENDING OR ENFORCED...

Page 154

The material of the

When the extreme fiber stress ( the maximum stress ) just reaches o , find the

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

essentially ...

The material of the

**beam**is elastic - perfectly plastic , with yield stress 00 . A .When the extreme fiber stress ( the maximum stress ) just reaches o , find the

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

**beam**isessentially ...

Page 434

load , 348 – 352 propped cantilever , 342 sandwich , 356 simply supported , 331

slope , 332 statically determinate , 334 , 338 – 341 statically indeterminate , 334 ...

**Beam**, as one - dimensional continuum , 331 overhanging , 334 at plastic limitload , 348 – 352 propped cantilever , 342 sandwich , 356 simply supported , 331

slope , 332 statically determinate , 334 , 338 – 341 statically indeterminate , 334 ...

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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