%---------------        Ejemplo      ------------------------------
%------------------------------------------------------------------

global NumElementos NumVarPos NumVarPosFix NumVarSec NumVarSecFix;
global NumEstCarga Tensao_de_escoamento NumNodos NumVar NumResCol;

global MatElementos MatNodos MatSisCoord MatMaterialesR MatResCol MatVaLib;

global MatVarPosR MatVarSecR SigmaMax

%-----------       analysis_init     ------------------------------
%------------------------------------------------------------------

global Ax Bi Bs Ti Ts Co XX YY ZZ VX VY VZ Si EE vv DD Cu TC TT;
global TAC TAT N1 N2 N3 VS Ma TX TY TZ No Es Cd NDL NDF NVP DG1;
global DG2 DG3 DL1 DL2 DL3 DF1 DF2 DF3 VP1 VP2 VP3 VL1 VL2 VL3;
global NVL VGL CD0 CD1 CD2 CD3 CI2 CI3 CDP NGN NGE NumGrLib

global MatElemAux MatK IRN ICN MatGrLib
global MatUo MatFo

%-----------     P_MountVF    ------------------------------
%------------------------------------------------------------

global VecF

%-----------     P_MountCol    ------------------------------
%------------------------------------------------------------

global VecAlfa0

global FS_opcional