1 EXAMPLE OF A SIMPLE PROBLEM SETUP.
  UNIFORMLY LOADED BEAM OF VARIABLE STIFFNESS,
  SIMPLY SUPPORTED AT BOTH ENDS.

 THE MAXIMUM NUMBER OF SUBINTERVALS IS MIN (  13 (ALLOWED FROM FSPACE),  19 (ALLOWED FROM ISPACE) )

 THE NEW MESH (OF    1 SUBINTERVALS), 
    1.000000    2.000000

 THE NEW MESH (OF    2 SUBINTERVALS), 
    1.000000    1.500000    2.000000

 THE ESTIMATED ERRORS ARE,
 U( 1) -  0.7470E-08  0.2044E-06  0.2140E-05  0.5431E-04

 ERROR TOLERANCES SATISFIED

 THE EXACT ERRORS ARE,
         0.2438E-06  0.8894E-06  0.1143E-04  0.2335E-03
