patch1 ******************************************************************************** NUMBER OF NODAL POINTS = 25 NUMBER OF ELEMENTS = 4 NUMBER OF MATERIALS = 1 NUMBER OF POINT LOADS = 0 NUMBER OF NODES WITH ESSENTIAL BOUNDARY COND. = 12 NUMBER OF ELEMENT SIDES WITH NATURAL BOUNDARY COND. = 0 NODE NO. X-COORDINATE Y-COORDINATE --------------------------------------- 1 -0.1000E+01 -0.1000E+01 2 -0.5000E+00 -0.1000E+01 3 0.0000E+00 -0.1000E+01 4 0.5000E+00 -0.1000E+01 5 0.1000E+01 -0.1000E+01 6 -0.1000E+01 -0.5000E+00 7 0.0000E+00 0.0000E+00 8 0.0000E+00 0.0000E+00 9 0.0000E+00 0.0000E+00 10 0.0000E+00 0.0000E+00 11 -0.1000E+01 0.0000E+00 12 0.0000E+00 0.0000E+00 13 0.0000E+00 0.0000E+00 14 0.0000E+00 0.0000E+00 15 0.0000E+00 0.0000E+00 16 -0.1000E+01 0.5000E+00 17 0.0000E+00 0.0000E+00 18 0.0000E+00 0.0000E+00 19 0.0000E+00 0.0000E+00 20 0.0000E+00 0.0000E+00 21 -0.1000E+01 0.1000E+01 22 0.0000E+00 0.0000E+00 23 0.0000E+00 0.0000E+00 24 0.0000E+00 0.0000E+00 25 0.0000E+00 0.0000E+00 ELEMENT MATERIAL NO. OF NODES GLOBAL NODE NUMBERS ------------------------------------------------------------------------------ 1 1 9 1 3 13 11 2 8 12 6 7 2 1 9 3 5 15 13 4 10 14 8 9 3 1 9 11 13 23 21 12 18 22 16 17 4 1 9 13 15 25 23 14 20 24 18 19 NO. OF RECORDS WITH ESSENTIAL BOUDARY COND. DATA= 12 NODE NO. VALUE OF U ---------------------- DEBUG: 1 1 1 0.0000000000000000 1 0.00 DEBUG: 2 1 1 1.0000000000000000 2 1.00 DEBUG: 3 1 1 4.0000000000000000 3 4.00 DEBUG: 4 1 1 9.0000000000000000 4 9.00 DEBUG: 5 1 1 16.000000000000000 5 16.00 DEBUG: 6 1 1 1.0000000000000000 6 1.00 DEBUG: 10 1 1 17.000000000000000 10 17.00 DEBUG: 11 1 1 4.0000000000000000 11 4.00 DEBUG: 15 1 1 20.000000000000000 15 20.00 DEBUG: 16 1 1 9.0000000000000000 16 9.00 DEBUG: 20 1 1 25.000000000000000 20 25.00 DEBUG: 21 1 1 16.000000000000000 21 16.00