## Introduction to mechanics of deformable solids |

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Page 95

6.1c instead of bars 1 and 2, respectively, Fc instead of FA, and point C instead of

point A. 6.4

linear- elastic. However, bars 2, 4, and 6 now are to be considered as linear-

visco- ...

6.1c instead of bars 1 and 2, respectively, Fc instead of FA, and point C instead of

point A. 6.4

**Suppose**, as in the preceding problems, that bars 1, 3, and 5 arelinear- elastic. However, bars 2, 4, and 6 now are to be considered as linear-

visco- ...

Page 133

Defining your notation carefully, be explicit on how you would modify these

answers to find: 1. Stress in each bar due to Mc 2. Immediate rotation due to the

abrupt ...

**Suppose**that all the answers to parts A , B, and C of this question are known.Defining your notation carefully, be explicit on how you would modify these

answers to find: 1. Stress in each bar due to Mc 2. Immediate rotation due to the

abrupt ...

Page 153

P7.22 Find the maximum stress axe and the curvature k° due to a bending

moment M when the axis of bending is: A . Parallel to the flanges B. Parallel to

the web 7.23

- ...

P7.22 Find the maximum stress axe and the curvature k° due to a bending

moment M when the axis of bending is: A . Parallel to the flanges B. Parallel to

the web 7.23

**Suppose**the material of the square beam of Prob. 7.21 to be elastic- ...

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applied assemblage axial force beam behavior centroid circumferential column compatibility components of stress conditions of deformation constant creep cross section cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch fully plastic 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 Poisson's ratio principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell simple shear solution statically statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled sphere thickness time-dependent torque torsion uniform unloading versus viscous yield curve yield stress zero