3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 57 1 0 58 1 0 59 1 0 60 1 0 61 1 0 62 1 0 63 1 0
YOUNGS MODULUS FOR MATERIAL = 1.0000E+05 POISSONS RATIO FOR MATERIAL = 2.5000E-01 CONSTANT ELEMENT THICKNESS = 1.0000E+00 NODAL DISPLACEMENTS NODE X-COMP Y-COMP 1 -0.0003 -0.0000 2 -0.0003 -0.0000 3 -0.0003 -0.0000 4 -0.0004 -0.0000 5 -0.0004 -0.0000 6 -0.0005 -0.0000 7 -0.0007 -0.0000 8 -0.0003 -0.0001 9 -0.0003 -0.0001 10 -0.0003 -0.0001 11 -0.0004 -0.0002 12 -0.0004 -0.0002 13 -0.0005 -0.0003 14 -0.0007 -0.0004
15 -0.0003 -0.0002 16 -0.0003 -0.0002 17 -0.0003 -0.0003 18 -0.0004 -0.0003 19 -0.0004 -0.0004 20 -0.0005 -0.0005 21 -0.0006 -0.0007 22 -0.0003 23 -0.0003 24 -0.0003 25 -0.0003 26 -0.0004 27 -0.0005 28 -0.0006 29 -0.0003 30 -0.0002 31 -0.0003 32 -0.0003 33 -0.0004 34 -0.0005 35 -0.0006 36 -0.0002 37 -0.0002 38 -0.0002 39 -0.0003 40 -0.0003 41 -0.0004 42 -0.0005 43 -0.0002 44 -0.0001 45 -0.0002 -0.0002 -0.0003 -0.0004 -0.0005 -0.0006 -0.0008 -0.0010 -0.0003 -0.0004 -0.0005 -0.0006 -0.0008 -0.0011 -0.0013 -0.0004 -0.0004 -0.0005 -0.0007 -0.0009 -0.0011 -0.0014 -0.0005 -0.0005 -0.0006
46 -0.0002 -0.0007 47 -0.0002 -0.0009 48 -0.0003 -0.0011 49 -0.0003 -0.0014 50 -0.0001 -0.0005 51 -0.0001 -0.0005 52 -0.0001 -0.0006 53 -0.0001 -0.0007 54 -0.0001 -0.0009 55 -0.0001 -0.0011 56 -0.0002 -0.0014 57 -0.0000 -0.0005 58 -0.0000 -0.0005 59 -0.0000 -0.0006 60 -0.0000 -0.0008 61 -0.0000 -0.0009 62 -0.0000 -0.0011 63 -0.0000 -0.0014 NODAL REACTIONS
NODE X-COMP Y-COMP 1 0.000E+00 1.117E+01 2 0.000E+00 1.878E+01 3 0.000E+00 1.982E+01 4 0.000E+00 2.216E+01 5 0.000E+00 2.555E+01 6 0.000E+00 3.006E+01 7 0.000E+00 1.647E+01 57 1.069E+01 0.000E+00 58 1.387E+01 0.000E+00 59 1.403E+01 0.000E+00 60 1.547E+01 0.000E+00
61 1.771E+01 0.000E+00 62 2.077E+01 0.000E+00 63 1.145E+01 0.000E+00 ELEMENT STRESSES
ELEMENT SIGMA X-X SIGMA Y-Y TAU X-Y 1 -1.60463 -10.88386 0.58699 2 -1.19792 -7.97842 0.64772 3 -2.81751 4 -2.63194 5 -3.39511 6 -3.32069 7 -3.70566 8 -3.67962 9 -3.87941 10 -3.87310 11 -3.97657 12 -3.97183 13 -2.29976 14 -1.63555 15 -3.12045 16 -2.95353 17 -3.56670 18 -3.54870 19 -3.80844 20 -3.82596 21 -3.93892 22 -3.95231 23 -3.98543 24 -3.99865 25 -3.08158 26 -2.18515 -8.41031 -7.14593 -7.34655 -6.71988 -6.81972 -6.49267 -6.54382 -6.38779 -6.41393 -6.40781 -10.64252 -7.61337 -8.08296 -6.90645 -7.09434 -6.56287 -6.64031 -6.38505 -6.41776 -6.29989 -6.30977 -6.26252 -9.95415 -7.01122 0.22155 0.38610 0.12008 0.23750 0.07055 0.14562 0.04242 0.08377 0.02787 0.03112 1.53715 1.34364 0.84006 0.77746 0.48990 0.46356 0.28962 0.28204 0.16844 0.17112 0.07406 0.07417 2.40366 1.81784
27 -3.61191 -7.55511 1.24284 28 -3.35583 -6.53929 0.96566 29 -3.85251 -6.72361 0.67258 30 -3.80883 -6.34558 0.53281 31 -3.96040 -6.40332 0.37235 32 -3.96842 -6.24949 0.31064 33 -4.00585 -6.26597 0.20537 34 -4.02117 35 -4.00430 36 -4.01958 37 -3.99922 38 -2.77804 39 -4.18479 40 -3.73212 41 -4.10209 42 -3.99116 43 -4.08172 44 -4.05545 45 -4.05791 46 -4.05197 47 -4.01944 48 -4.01803 49 -3.51370 50 -4.82922 51 -4.03895 52 -4.61172 53 -4.11653 54 -4.30769 55 -4.11076 56 -4.19031 57 -4.07621 -6.18721 -6.18584 -6.09203 -8.92837 -6.35855 -6.98620 -6.20147 -6.37666 -6.16925 -6.21556 -6.14048 -6.14912 -6.09072 -6.08533 -6.00879 -5.97837 -7.53470 -5.92927 -6.36313 -6.02691 -6.14302 -6.07063 -6.10167 -6.06306 0.17545 0.07477 0.05484 2.94852 2.01800 1.39333 0.94996 0.65775 0.48993 0.34939 0.27008 0.18239 0.12538 0.05340 0.00851 2.07947 3.58632 0.93675 1.45267 0.47390 0.67373 0.26060 0.35786 0.12223