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BEAM56P7

Mesh: Four hexahedra--see appendix B.1.
Material properties: $\alpha=10^{-5}$, $E=2\times 10^5$ MPa, $\nu=0.3$, $\sigma_Y=350$ MPa.
Prandtl-Reuss-von Mises elastic-perfectly plastic model.
Support: Clamped at x=0, x=l. Statically indeterminate. 

u=v=w=0 nodes:	 1 17
u=w=0 nodes: 	 2 18 21 53    
u=v=0 nodes: 	 4 20 24 56    
u=0 nodes: 	 3 19 22 23 54 55
Loading: $\Delta T=200^\circ\mbox{C}$
Execute from prompt:
>rmd3 beam56p7.I1
>rpd3 beam56p7.I2
>srh3 beam56p7.I3
>fefs beam56p7.I4
>hpp3 beam56p7.IP
>hpls beam56p7.IL
>str3 beam56p7.I5