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BEAM6P4

Mesh: Four quadrilaterals--see appendix A.1.
Material properties: $E=2\times 10^5$ MPa, $\nu=0.3$.
Prandtl-Reuss-von Mises model with linear kinematic hardening.
$\epsilon_p$:    0.000 0.015 0.040  
$\sigma_Y$:    350 650 1150 [MPa]
QY:    0 300 800 [MPa]
Support: Clamped at x=0. Statically determinate. 

u=v=0 node:	 1 
u=0 nodes: 	 2 11
Loading: $\sigma_{xx}=\pm 400$ MPa, 3 cycles.
Execute from prompt:
>rmd2 beam6p4.I1
>rpd2 beam6p4.I2
>srh2 beam6p4.I3
>fefs beam6p4.I4
>hpp2 beam6p4.IP
>hpls beam6p4.IL
>str2 beam6p4.I5