## Introduction to mechanics of deformable solids |

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6.6 Statically Indeterminate Problems 106 chapter 7 Beams in

115 117 122 7.1

Compression 111 Linear-elastic behavior 114 Elastic — perfectly plastic ...

6.6 Statically Indeterminate Problems 106 chapter 7 Beams in

**pure bending**111115 117 122 7.1

**Pure Bending**of Plane Assemblages of Bars in Tension andCompression 111 Linear-elastic behavior 114 Elastic — perfectly plastic ...

Page 111

chapter 7 Beams in

ASSEMBLAGES OF BARS IN TENSION AND COMPRESSION A brief look at the

development so far shows that but a bare beginning has been made in the attack

on the ...

chapter 7 Beams in

**pure bending**7.1 /**PURE BENDING**OF PLANEASSEMBLAGES OF BARS IN TENSION AND COMPRESSION A brief look at the

development so far shows that but a bare beginning has been made in the attack

on the ...

Page 143

7.7 /

doubly symmetric assemblage of bars suggests a doubly symmetric beam of

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

7.7 /

**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 ...### What people are saying - Write a review

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### Common terms and phrases

angle applied assemblage axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cross section cylinder dashpot deflection diameter direction displacement elastic-perfectly plastic elongation equation of virtual equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic Kelvin Kelvin material limit linear Maxwell linear-elastic response linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear nonlinear-viscous normal stress outer perfectly plastic perpendicular plane plastic deformation plastic-limit principal stresses Prob problem pure bending radial radius ratio rotation shaft shear center shear strain shear stress shell shown in Fig simple shear solution statically statically determinate steel strain rate stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled thickness time-dependent torsion twisting uniform unloading versus viscous yield curve yield stress zero