o_dach

平面三角形有限元程序

 feap /home/reeses/FeapUI/i_dach,dachbinder                                     

     Solution date: Fri Dec 13 11:04:47 2002

              1.2 Revision a   
              03 March 2002    

     Input Data Filename: i_dach                                  

     Number of Nodal Points  - - - - - - :        4
     Number of Elements  - - - - - - - - :        5

     Spatial Dimension of Mesh - - - - - :        2
     Degrees-of-Freedom/Node (Maximum) - :        2
     Number Element Nodes    (Maximum) - :        2

     Number of Material Sets - - - - - - :        1
     Number Parameters/Set   (Program) - :      200
     Number Parameters/Set   (Users  ) - :       50

 feap /home/reeses/FeapUI/i_dach,dachbinder                                    

   M a t e r i a l    P r o p e r t i e s

     Material Set  1 for Element Type: TRUSS

     Degree of Freedom Assignments    Local    Global
                                     Number    Number
                                        1         1
                                        2         2
                                                                          
         T r u s s    E l e m e n t

     M e c h a n i c a l   P r o p e r t i e s

          Truss & Frame Analysis

          Modulus E        2.10000E+05
          Poisson ratio    0.00000

          Density          0.00000E+00

          1-Gravity Load   0.00000E+00
          2-Gravity Load   0.00000E+00
          3-Gravity Load   0.00000E+00


     C r o s s   S e c t i o n   P a r a m e t e r s

          Area          6.90000E+01
          Formulation : Small deformation.

          Material density is zero.

 feap /home/reeses/FeapUI/i_dach,dachbinder                                    

     Nodal Coordinates   

      node    1 Coord    2 Coord
         1  0.000E+00  0.000E+00
         2  5.000E+02  0.000E+00
         3  1.000E+03  0.000E+00
         4  5.000E+02  5.000E+02

 feap /home/reeses/FeapUI/i_dach,dachbinder                                    

     E l e m e n t s

   Elmt Mat Reg  1 Node  2 Node
      1   1   0       1       2
      2   1   0       2       3
      3   1   0       3       4
      4   1   0       4       1
      5   1   0       4       2

 feap /home/reeses/FeapUI/i_dach,dachbinder                                    

  N o d a l   B. C.

      Node 1-b.c. 2-b.c.
         1      1      1
         3      0      1

 feap /home/reeses/FeapUI/i_dach,dachbinder                                    

     Nodal Forces        

      node    1 Force    2 Force
         4  1.000E+03  0.000E+00

     E q u a t i o n / P r o b l e m   S u m m a r y:

          Space dimension (ndm) =         2   Number dof (ndf) =       2
          Number of equations   =         5   Number nodes     =       4
          Average col. height   =         3   Number elements  =       5
          Number profile terms  =        10   Number materials =       1

 *End of Macro Execution*                                  t=     0.04     0.00