Ansys Apdl, beam 188

[rcbsimoes]

Dear All,

could same one explain why,
when i use beam188 (with a user difined section)
i can see with "PLESOL, S,EQV, 0,1.0" the von Mises stress,
but when i do "ETABLE,svmis,s,eqv ", ansys complains.

also, i would like to understand why is there a diference (with shell63):
between ploting with:
1)
PLESOL, S,EQV, 0,1.0

or doing a table and ploting afterwoards
2)
ETABLE,seqv,S,EQV
PLETAB,SEQV,NOAV

greetings
rui