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BEAM6P7

Mesh: Four quadrilaterals--see appendix A.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=0 nodes:	 1 9
u=0 nodes: 	 2 10 11 23
Loading: $\Delta T=200^\circ\mbox{C}$
Execute from prompt:
>rmd2 beam6p7.I1
>rpd2 beam6p7.I2
>srh2 beam6p7.I3
>fefs beam6p7.I4
>hpp2 beam6p7.IP
>hpls beam6p7.IL
>str2 beam6p7.I5