Node Displacements (ux,uy):
1:	0.00031865	-0.00176283	
2:	0.00029857	-0.00112401	
3:	0.00023868	-0.00056504	
4:	0.00013881	-0.00016605	
5:	0.00000000	0.00000000	
6:	-0.00000000	-0.00176287	
7:	-0.00000000	-0.00112103	
8:	-0.00000000	-0.00055918	
9:	-0.00000000	-0.00015836	
10:	0.00000000	0.00000000	
11:	-0.00031865	-0.00176283	
12:	-0.00029857	-0.00112401	
13:	-0.00023868	-0.00056504	
14:	-0.00013881	-0.00016605	
15:	0.00000000	0.00000000	
16:	0.00031328	-0.00143842	
17:	0.00027325	-0.00082959	
18:	0.00019344	-0.00034105	
19:	0.00007242	-0.00005192	
20:	0.00015789	-0.00176274	
21:	0.00014785	-0.00112174	
22:	0.00011794	-0.00056082	
23:	0.00006760	-0.00015915	
24:	0.00000000	0.00000000	
25:	-0.00000000	-0.00143691	
26:	-0.00000000	-0.00082509	
27:	-0.00000000	-0.00033334	
28:	-0.00000000	-0.00004088	
29:	-0.00015789	-0.00176274	
30:	-0.00014785	-0.00112174	
31:	-0.00011794	-0.00056082	
32:	-0.00006760	-0.00015915	
33:	0.00000000	0.00000000	
34:	-0.00031328	-0.00143842	
35:	-0.00027325	-0.00082959	
36:	-0.00019344	-0.00034105	
37:	-0.00007242	-0.00005192	
--------------------------------
Node Forces (Fx,Fy):
1:	-0.00000000	-1.71875000	
2:	0.00000000	-0.00000000	
3:	0.00000000	0.00000000	
4:	-0.00000000	-0.00000000	
5:	-93.95768152	52.94538160	
6:	0.00000000	-14.68750000	
7:	-0.00000000	0.00000000	
8:	-0.00000000	0.00000000	
9:	0.00000000	0.00000000	
10:	0.00000000	24.81172425	
11:	-0.00000000	-1.71875000	
12:	-0.00000000	0.00000000	
13:	0.00000000	0.00000000	
14:	-0.00000000	0.00000000	
15:	93.95768152	52.94538160	
16:	-0.00000000	0.00000000	
17:	0.00000000	0.00000000	
18:	-0.00000000	-0.00000000	
19:	-0.00000000	-0.00000000	
20:	-0.00000000	-10.93750000	
21:	-0.00000000	-0.00000000	
22:	-0.00000000	-0.00000000	
23:	-0.00000000	-0.00000000	
24:	-132.08463696	-45.35124373	
25:	-0.00000000	0.00000000	
26:	-0.00000000	0.00000000	
27:	0.00000000	0.00000000	
28:	0.00000000	-0.00000000	
29:	0.00000000	-10.93750000	
30:	0.00000000	0.00000000	
31:	0.00000000	-0.00000000	
32:	0.00000000	-0.00000000	
33:	132.08463696	-45.35124373	
34:	-0.00000000	-0.00000000	
35:	0.00000000	0.00000000	
36:	-0.00000000	0.00000000	
37:	0.00000000	-0.00000000	
--------------------------------
Node Average Stress (Qx,Qy,Txy):
1:	-19.73118356	5.60140561	57.54597973	
2:	-600.22963419	2.40050070	58.54337008	
3:	-1205.55341908	-31.17606003	54.93962840	
4:	-1825.51421427	49.59252384	21.18902008	
5:	-2486.98158216	-746.09447465	240.14156545	
6:	0.00000000	0.00000000	209.06805169	
7:	0.00000000	0.00000000	208.37347417	
8:	0.00000000	0.00000000	207.98188635	
9:	0.00000000	0.00000000	243.06862113	
10:	0.00000000	0.00000000	29.75034456	
11:	19.73118356	-5.60140561	57.54597973	
12:	600.22963419	-2.40050070	58.54337008	
13:	1205.55341908	31.17606003	54.93962840	
14:	1825.51421427	-49.59252384	21.18902008	
15:	2486.98158216	746.09447465	240.14156545	
16:	-298.64466561	8.70471959	4.39875118	
17:	-901.91595751	-11.70992749	6.44475789	
18:	-1483.90334367	46.82394790	-4.15936186	
19:	-2118.54613779	-121.10315726	80.68880414	
20:	-12.09048116	-4.97926215	137.16273758	
21:	-300.40695867	-0.72459004	136.87160090	
22:	-602.40471245	-5.09256383	138.03502915	
23:	-923.58678492	-46.39084686	128.40619763	
24:	-1213.74604800	-364.12381440	117.32280118	
25:	0.00000000	0.00000000	154.58278937	
26:	0.00000000	0.00000000	154.00414219	
27:	0.00000000	0.00000000	154.49185991	
28:	0.00000000	0.00000000	119.61154850	
29:	12.09048116	4.97926215	137.16273758	
30:	300.40695867	0.72459004	136.87160090	
31:	602.40471245	5.09256383	138.03502915	
32:	923.58678492	46.39084686	128.40619763	
33:	1213.74604800	364.12381440	117.32280118	
34:	298.64466561	-8.70471959	4.39875118	
35:	901.91595751	11.70992749	6.44475789	
36:	1483.90334367	-46.82394790	-4.15936186	
37:	2118.54613779	121.10315726	80.68880414	
--------------------------------
Rod Element:
--------------------------------
Rod Forces:
--------------------------------
