global node;     
global element;  
global material; 
global section;  


%%%%node information:No,DOF, coordinate of node_X,Y, constraint
%%%%information_X,Y,Angle(1 is constraint, 0 is free),force on node
%%%%Fx,_Fy,_Moment
node=...
[ 1    2  0.0        0.0   1  1   0    0  0      0
  2    2  5e-2       0.0   0  0   0    0  0      0
  3    2  10e-2      0.0   0  0   0    0  0      0
  4    2  15e-2      0.0   0  0   0    0  0      0
  5    2  20e-2      0.0   0  0   0    0  0      0
  6    2  25e-2      0.0   0  0   0    0  0      0
  7    2  30e-2      0.0   0  0   0    0  -10    0
  8    2  30e-2      5e-2  0  0   0    0  0      0
  9    2  25e-2      5e-2  0  0   0    0  0      0
  10   2  20e-2      5e-2  0  0   0    0  0      0
  11   2  15e-2      5e-2  0  0   0    0  0      0
  12   2  10e-2      5e-2  0  0   0    0  0      0
  13   2  5e-2       5e-2  0  0   0    0  0      0
  14   2  0e-2       5e-2  1  1   0    0  0      0];

%element information:No,node1,node2,Element Type(1 is Truss,2 is Beam),
%Material No, Cross-Section No
element=...
[   1    1    2      1   1    1
    2    2    3      1   1    1
    3    3    4      1   1    1
    4    4    5      1   1    1
    5    5    6      1   1    1
    6    6    7      1   1    1
    7    7    8      1   1    1
    8    8    9      1   1    1
    9    9    10     1   1    1
    10   10   11     1   1    1
    11   11   12     1   1    1
    12   12   13     1   1    1
    13   13   14     1   1    1
    14   14   1      1   1    1
    15   1    13     1   1    1
    16   2    12     1   1    1
    17   3    11     1   1    1
    18   4    10     1   1    1
    19   5    9      1   1    1
    20   6    8      1   1    1
    21   2    13     1   1    1
    22   3    12     1   1    1
    23   4    11     1   1    1
    24   5    10     1   1    1
    25   6    9      1   1    1];

%Material information:Material No, Modulus of elasticity
material=[ 1   103e9];

%Cross-Section No, Cross-sectional area, Moment of Inertia, the Maximum
%distance from Neutral axis
section=[  1   7.96e-6  0.0  0.0  ];
save('lab1b.mat','node','element','material','section');