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. = 16 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 -0.5000E+00 -0.5000E+00 8 0.0000E+00 -0.5000E+00 9 0.5000E+00 -0.5000E+00 10 0.1000E+01 -0.5000E+00 11 -0.1000E+01 0.0000E+00 12 -0.5000E+00 0.0000E+00 13 0.0000E+00 0.0000E+00 14 0.5000E+00 0.0000E+00 15 0.1000E+01 0.0000E+00 16 -0.1000E+01 0.5000E+00 17 -0.5000E+00 0.5000E+00 18 0.0000E+00 0.5000E+00 19 0.5000E+00 0.5000E+00 20 0.1000E+01 0.5000E+00 21 -0.1000E+01 0.1000E+01 22 -0.5000E+00 0.1000E+01 23 0.0000E+00 0.1000E+01 24 0.5000E+00 0.1000E+01 25 0.1000E+01 0.1000E+01 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 1 1.0 0.0 2.0 NO. OF RECORDS WITH ESSENTIAL BOUNDARY COND. DATA= 16 NODE NO. VALUE OF U ---------------------- 1 0.00 2 1.00 3 4.00 4 9.00 5 16.00 6 1.00 10 17.00 11 4.00 15 20.00 16 9.00 20 25.00 21 16.00 22 17.00 23 20.00 24 25.00 25 32.00 NODE NUMBER X COORDINATE Y COORDINATE DISPLACEMENT UH ----------------------------------------------------------------- 1 -1.000 -1.000 0.00000 2 -0.500 -1.000 1.00000 3 0.000 -1.000 4.00000 4 0.500 -1.000 9.00000 5 1.000 -1.000 16.00000 6 -1.000 -0.500 1.00000 7 -0.500 -0.500 5.27404 8 0.000 -0.500 9.09615 9 0.500 -0.500 13.27404 10 1.000 -0.500 17.00000 11 -1.000 0.000 4.00000 12 -0.500 0.000 9.09615 13 0.000 0.000 13.30769 14 0.500 0.000 17.09615 15 1.000 0.000 20.00000 16 -1.000 0.500 9.00000 17 -0.500 0.500 13.27404 18 0.000 0.500 17.09615 19 0.500 0.500 21.27404 20 1.000 0.500 25.00000 21 -1.000 1.000 16.00000 22 -0.500 1.000 17.00000 23 0.000 1.000 20.00000 24 0.500 1.000 25.00000 25 1.000 1.000 32.00000