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) -  0.7611D-08  0.2033D-06  0.2141D-05  0.5427D-04

 THE NEW MESH (OF    4 SUBINTERVALS), 
    1.000000    1.250000    1.500000    1.750000    2.000000

 THE ESTIMATED ERRORS ARE,
 U( 1) -  0.6982D-10  0.3171D-08  0.8164D-07  0.3777D-05

 ERROR TOLERANCES SATISFIED

 THE EXACT ERRORS ARE,
         0.1739D-09  0.6268D-08  0.2184D-06  0.9574D-05
