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BEAM6P2

Mesh: Four quadrilaterals--see appendix A.1.

Material properties: $E=2\times 10^5$ MPa, $\nu=0.3$.
Prandtl-Reuss-von Mises model with piece-wise linear isotropic hardening.

$\epsilon_p$:	0	0.02	0.03	0.04
$\sigma_Y$:	350	350	375	390   [MPa]

Support: Clamped at x=0. Statically determinate.

u=v=0 node:	 1 
u=0 nodes: 	 2 11      

Loading: $\sigma_{xx}=375$ MPa.

Execute from prompt:
>rmd2 beam6p2.I1
>rpd2 beam6p2.I2
>srh2 beam6p2.I3
>fefs beam6p2.I4
>hpp2 beam6p2.IP
>hpls beam6p2.IL
>str2 beam6p2.I5

• INPUT
• OUTPUT