*HEADING : NAFEMS TEST LE1, Plane Stress Elements -- Elliptic Membr. [CPS8] *NODE,NSET=EL1 1, 0.00000E+00, 1.0000 , 0.00000E+00 117, 0.29000 ,0.98943 , 0.00000E+00 234, 0.58250 ,0.95665 , 0.00000E+00 352, 0.87750 ,0.89861 , 0.00000E+00 467, 1.1650 ,0.81283 , 0.00000E+00 532, 1.3275 ,0.74795 , 0.00000E+00 591, 1.4750 ,0.67535 , 0.00000E+00 660, 1.6475 ,0.56695 , 0.00000E+00 714, 1.7825 ,0.45351 , 0.00000E+00 764, 1.9075 ,0.30060 , 0.00000E+00 788, 1.9675 ,0.17954 , 0.00000E+00 798, 1.9925 ,8.65216E-02, 0.00000E+00 801, 2.0000 ,0.00000E+00, 0.00000E+00 1001, 0.00000E+00, 1.1457 , 0.00000E+00 1234, 0.61286 , 1.0961 , 0.00000E+00 1467, 1.2257 ,0.93130 , 0.00000E+00 1591, 1.5519 ,0.77379 , 0.00000E+00 1714, 1.8754 ,0.51961 , 0.00000E+00 1788, 2.0701 ,0.20571 , 0.00000E+00 1801, 2.1043 ,0.00000E+00, 0.00000E+00 2001, 0.00000E+00, 1.2915 , 0.00000E+00 2117, 0.32023 , 1.2779 , 0.00000E+00 2234, 0.64323 , 1.2355 , 0.00000E+00 2352, 0.96900 , 1.1606 , 0.00000E+00 2467, 1.2865 , 1.0498 , 0.00000E+00 2532, 1.4659 ,0.96598 , 0.00000E+00 2591, 1.6288 ,0.87223 , 0.00000E+00 2660, 1.8193 ,0.73222 , 0.00000E+00 2714, 1.9684 ,0.58571 , 0.00000E+00 2764, 2.1064 ,0.38823 , 0.00000E+00 2788, 2.1726 ,0.23188 , 0.00000E+00 2798, 2.2002 ,0.11174 , 0.00000E+00 2801, 2.2085 ,0.00000E+00, 0.00000E+00 3001, 0.00000E+00, 1.4372 , 0.00000E+00 3234, 0.67359 , 1.3750 , 0.00000E+00 3467, 1.3472 , 1.1682 , 0.00000E+00 3591, 1.7056 ,0.97066 , 0.00000E+00 3714, 2.0613 ,0.65181 , 0.00000E+00 3788, 2.2752 ,0.25805 , 0.00000E+00 3801, 2.3128 ,0.00000E+00, 0.00000E+00 4001, 0.00000E+00, 1.5830 , 0.00000E+00 4117, 0.35046 , 1.5663 , 0.00000E+00 4234, 0.70395 , 1.5144 , 0.00000E+00 4352, 1.0605 , 1.4225 , 0.00000E+00 4467, 1.4079 , 1.2867 , 0.00000E+00 4532, 1.6043 , 1.1840 , 0.00000E+00 4591, 1.7825 , 1.0691 , 0.00000E+00 4660, 1.9910 ,0.89749 , 0.00000E+00 4714, 2.1542 ,0.71791 , 0.00000E+00 4764, 2.3052 ,0.47585 , 0.00000E+00 4788, 2.3777 ,0.28422 , 0.00000E+00 4798, 2.4079 ,0.13696 , 0.00000E+00 4801, 2.4170 ,0.00000E+00, 0.00000E+00 5001, 0.00000E+00, 1.8747 , 0.00000E+00 5234, 0.76460 , 1.7935 , 0.00000E+00 5467, 1.5292 , 1.5239 , 0.00000E+00 5591, 1.9361 , 1.2661 , 0.00000E+00 5714, 2.3398 ,0.85023 , 0.00000E+00 5788, 2.5826 ,0.33660 , 0.00000E+00 5801, 2.6253 ,0.00000E+00, 0.00000E+00 6001, 0.00000E+00, 2.1665 , 0.00000E+00 6117, 0.41086 , 2.1436 , 0.00000E+00 6234, 0.82526 , 2.0726 , 0.00000E+00 6352, 1.2432 , 1.9468 , 0.00000E+00 6467, 1.6505 , 1.7610 , 0.00000E+00 6532, 1.8808 , 1.6205 , 0.00000E+00 6591, 2.0897 , 1.4632 , 0.00000E+00 6660, 2.3341 , 1.2283 , 0.00000E+00 6714, 2.5254 ,0.98256 , 0.00000E+00 6764, 2.7025 ,0.65125 , 0.00000E+00 6788, 2.7874 ,0.38899 , 0.00000E+00 6798, 2.8229 ,0.18745 , 0.00000E+00 6801, 2.8335 ,0.00000E+00, 0.00000E+00 7001, 0.00000E+00, 2.4582 , 0.00000E+00 7234, 0.88591 , 2.3517 , 0.00000E+00 7467, 1.7718 , 1.9982 , 0.00000E+00 7591, 2.2433 , 1.6602 , 0.00000E+00 7714, 2.7110 , 1.1149 , 0.00000E+00 7788, 2.9923 ,0.44137 , 0.00000E+00 7801, 3.0418 ,0.00000E+00, 0.00000E+00 8001, 0.00000E+00, 2.7500 , 0.00000E+00 8117, 0.47125 , 2.7209 , 0.00000E+00 8234, 0.94656 , 2.6308 , 0.00000E+00 8352, 1.4259 , 2.4712 , 0.00000E+00 8467, 1.8931 , 2.2353 , 0.00000E+00 8532, 2.1572 , 2.0569 , 0.00000E+00 8591, 2.3969 , 1.8572 , 0.00000E+00 8660, 2.6772 , 1.5591 , 0.00000E+00 8714, 2.8966 , 1.2472 , 0.00000E+00 8764, 3.0997 ,0.82665 , 0.00000E+00 8788, 3.1972 ,0.49375 , 0.00000E+00 8798, 3.2378 ,0.23794 , 0.00000E+00 8801, 3.2500 ,0.00000E+00, 0.00000E+00 *NSET,NSET=XSYM,GEN 1,8001,1000 *NSET,NSET=YSYM,GEN 801,8801,1000 *ELEMENT,TYPE=CPS8, ELSET=EALL 1, 1,234, 2234, 2001, 117, 1234, 2117,1001 2, 234, 467,2467,2234,352,1467,2352, 1234 3, 467, 591,2591,2467, 532, 1591,2532,1467 4, 591, 714,2714, 2591,660, 1714, 2660,1591 5, 714, 788, 2788,2714, 764, 1788, 2764, 1714 6, 788, 801, 2801, 2788,798, 1801, 2798, 1788 *ELGEN, ELSET=EALL 1, 4, 2000,10 2, 4, 2000,10 3, 4, 2000,10 4, 4, 2000,10 5, 4, 2000,10 6, 4, 2000,10 *MATERIAL,NAME=MATPROP *ELASTIC 210.0E9,0.3 *ELSET,ELSET=LOAD,GEN 31,36 *SOLID SECTION,MATERIAL=MATPROP, ELSET=EALL 0.1, *BOUNDARY XSYM,XSYMM YSYM,YSYMM *ELSET,ELSET=OUT 3,13 *ELSET,ELSET=PRINT 6, *STEP *STATIC *DLOAD LOAD,P3, -10.0E6 *NODE PRINT,FREQ=0 *EL PRINT,ELSET=PRINT, POSITION=AVERAGED AT NODES S, *EL FILE,ELSET=PRINT, POSITION=AVERAGED AT NODES S, *END STEP