## Introduction to mechanics of deformable solids |

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Page 154

The material of the beam is elastic-perfectly plastic, with yield stress <r0- A. When

the extreme fiber stress (the

1. MS 2. MyY about the coordinate axes. B. When the beam is essentially fully ...

The material of the beam is elastic-perfectly plastic, with yield stress <r0- A. When

the extreme fiber stress (the

**maximum**stress) just reaches <r0, find the moments1. MS 2. MyY about the coordinate axes. B. When the beam is essentially fully ...

Page 220

11.2 Planes of

ABC - 45° braically (tension positive) the greatest, and on another algebraically

the least, normal stress for any plane through the point. Call the

11.2 Planes of

**maximum**shear stress (see Fig. 11.1). rm.» = angle BAC = angleABC - 45° braically (tension positive) the greatest, and on another algebraically

the least, normal stress for any plane through the point. Call the

**maximum**...Page 375

B. Compute the algebraic

Indicate where each acts on a sketch of the frame. C. If you solved Prob. 1.1

previously, evaluate the answer you gave then. 14.36 Parts of Prob. 14.35 as

assigned ...

B. Compute the algebraic

**maximum**of ax and the numeric**maximum**at A- A.Indicate where each acts on a sketch of the frame. C. If you solved Prob. 1.1

previously, evaluate the answer you gave then. 14.36 Parts of Prob. 14.35 as

assigned ...

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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