%------------------------------------------------------------
%     Data for winkler.m
%------------------------------------------------
%      ---------------------
%      Set numnber of nodes
%      ---------------------
       INNI = 9;

%      -----------------------------
%      Beam and foundation data
%      -----------------------------
       rk = 0.00;
       rL = .999999999;
       EI = 1;

%   -----------------------------
%   Set boundary condtions:

%   -----------------------------
%   Left side of beam
%     Lbc(1) = 0  shear known, vL
%              1  Y known, uL
%     Lbc(2) = 0  Moment known, mL
%              1  slope known, sL
%   -----------------------------
    Lbc(1) = 1; 
      uL = 0;
      vL = 0;
    Lbc(2) = 0 ;   
      sL = 0;
      mL = 0;
%   -----------------------------
%   Right side of beam
%     Rbc(1) = 0  shear known, vR
%              1  Y known, uR
%     Rbc(2) = 0  Moment known, mR
%              1  slope known, sR
%   -----------------------------
    Rbc(1) = 0; 
      uR = 0;
      vR = 0;
    Rbc(2) = 1;   
      sR = 0;
      mR = 0;
