Script started on Sat Feb 14 13:38:27 2009

% more msh_remarks.tmp 
=================== Begin Application Remarks ============================ 
Numerical check of Ex. 4.6 Buchanan "FEA" Schauum Outline 
via three node quintic baem elements. 
Two span continuous beam: fixed-roller-fixed 
L=length = 2 m, EI = fake = 1 N m^2  (E=1, I=1) 
w (e=1) = line load = -30 N/m, w (e=2) = no line load  
 
Nodal dof: deflection and slope 
Element type = 1 (a beam, everywhere) 
Element connection: three nodes per element 
Element properties 6 (columns in msh_properties.tmp): 
modulus (E), inertia (I), line load w1 w2, foundation (k_f), density (Rho) 
here k_f = 0 (no foundation), Rho = any value (not used in statics) 
==================== End Application Remarks ============================ 

% more msh_bc_xyz.tmp 
11 0. 
10 2. 
11 6. 
00 1. 
00 4. 

% more msh_typ_nodes.tmp 
1   1   4   2 
1   2   5   3 

% more msh_ebc.tmp 
1  1  0. 
1  2  0. 
2  1  0. 
3  1  0. 
3  2  0. 

% more msh_properties.tmp 
1.0  1.0  -30. -30.  0. 0. 
1.0  1.0  0       0  0. 0.  

script done on Sat Feb 14 13:40:27 2009