CONTROL DATA :
Total number of nodes = 36
Number of elements = 72
Number of point loads = 1
Total number of materials = 2
NODE INFORMATION :
Node.no = 1 x = 0.0 y = 0.0 bc = 330
Node.no = 2 x = 0.0 y = 1.0 bc = 330
Node.no = 3 x = 0.0 y = 2.0 bc = 330
Node.no = 4 x = 0.0 y = 6.0 bc = 330
Node.no = 5 x = 0.0 y = 7.0 bc = 330
Node.no = 6 x = 1.0 y = 1.0 bc = 110
Node.no = 7 x = 1.0 y = 2.0 bc = 110
Node.no = 8 x = 1.0 y = 3.0 bc = 110
Node.no = 9 x = 1.0 y = 6.0 bc = 110
Node.no = 10 x = 1.0 y = 7.0 bc = 110
Node.no = 11 x = 2.0 y = 2.0 bc = 110
Node.no = 12 x = 2.0 y = 3.0 bc = 110
Node.no = 13 x = 2.0 y = 4.0 bc = 110
Node.no = 14 x = 2.0 y = 6.0 bc = 110
Node.no = 15 x = 2.0 y = 7.0 bc = 110
Node.no = 16 x = 3.0 y = 3.0 bc = 110
Node.no = 17 x = 3.0 y = 4.0 bc = 110
Node.no = 18 x = 3.0 y = 5.0 bc = 110
Node.no = 19 x = 3.0 y = 6.0 bc = 110
Node.no = 20 x = 3.0 y = 7.0 bc = 110
Node.no = 21 x = 4.0 y = 4.0 bc = 110
Node.no = 22 x = 4.0 y = 5.0 bc = 110
Node.no = 23 x = 4.0 y = 6.0 bc = 110
Node.no = 24 x = 4.0 y = 7.0 bc = 110
Node.no = 25 x = 5.0 y = 5.0 bc = 110
Node.no = 26 x = 5.0 y = 6.0 bc = 110
Node.no = 27 x = 5.0 y = 7.0 bc = 110
Node.no = 28 x = 6.0 y = 6.0 bc = 110
Node.no = 29 x = 6.0 y = 7.0 bc = 110
Node.no = 30 x = 7.0 y = 6.0 bc = 110
Node.no = 31 x = 7.0 y = 7.0 bc = 110
Node.no = 32 x = 8.0 y = 6.0 bc = 110
Node.no = 33 x = 8.0 y = 7.0 bc = 110
Node.no = 34 x = 9.0 y = 6.0 bc = 110
Node.no = 35 x = 9.0 y = 7.0 bc = 110
Node.no = 36 x = 10.0 y = 6.0 bc = 110
MATERIAL INFORMATION :
Material No.=1 EA = 516.0 EI = 0.0
Material No.=2 EA = 258.0 EI = 0.0
ELEMENT DATA:
Element No.=1 Node.L =1 Node.R =6 Material No. =1
Element No.=2 Node.L =2 Node.R =6 Material No. =1
Element No.=3 Node.L =2 Node.R =7 Material No. =1
Element No.=4 Node.L =3 Node.R =7 Material No. =1
Element No.=5 Node.L =3 Node.R =8 Material No. =1
Element No.=6 Node.L =6 Node.R =7 Material No. =1
Element No.=7 Node.L =7 Node.R =8 Material No. =1
Element No.=8 Node.L =6 Node.R =11 Material No. =1
Element No.=9 Node.L =7 Node.R =11 Material No. =1
Element No.=10 Node.L =7 Node.R =12 Material No. =1
Element No.=11 Node.L =8 Node.R =12 Material No. =1
Element No.=12 Node.L =8 Node.R =13 Material No. =1
Element No.=13 Node.L =11 Node.R =12 Material No. =1
Element No.=14 Node.L =12 Node.R =13 Material No. =1
Element No.=15 Node.L =11 Node.R =16 Material No. =1
Element No.=16 Node.L =12 Node.R =16 Material No. =1
Element No.=17 Node.L =12 Node.R =17 Material No. =1
Element No.=18 Node.L =13 Node.R =17 Material No. =1
Element No.=19 Node.L =13 Node.R =18 Material No. =1
Element No.=20 Node.L =16 Node.R =17 Material No. =1
Element No.=21 Node.L =17 Node.R =18 Material No. =1
Element No.=22 Node.L =16 Node.R =21 Material No. =1
Element No.=23 Node.L =17 Node.R =21 Material No. =1
Element No.=24 Node.L =17 Node.R =22 Material No. =1
Element No.=25 Node.L =18 Node.R =22 Material No. =1
Element No.=26 Node.L =18 Node.R =19 Material No. =1
Element No.=27 Node.L =18 Node.R =23 Material No. =1
Element No.=28 Node.L =21 Node.R =22 Material No. =1
Element No.=29 Node.L =22 Node.R =23 Material No. =1
Element No.=30 Node.L =21 Node.R =25 Material No. =1
Element No.=31 Node.L =22 Node.R =25 Material No. =1
Element No.=32 Node.L =22 Node.R =26 Material No. =1
Element No.=33 Node.L =25 Node.R =26 Material No. =1
Element No.=34 Node.L =25 Node.R =28 Material No. =1
Element No.=35 Node.L =4 Node.R =9 Material No. =2
Element No.=36 Node.L =5 Node.R =9 Material No. =2
Element No.=37 Node.L =5 Node.R =10 Material No. =2
Element No.=38 Node.L =9 Node.R =10 Material No. =2
Element No.=39 Node.L =9 Node.R =14 Material No. =2
Element No.=40 Node.L =10 Node.R =14 Material No. =2
Element No.=41 Node.L =10 Node.R =15 Material No. =2
Element No.=42 Node.L =14 Node.R =15 Material No. =2
Element No.=43 Node.L =14 Node.R =19 Material No. =2
Element No.=44 Node.L =15 Node.R =19 Material No. =2
Element No.=45 Node.L =15 Node.R =20 Material No. =2
Element No.=46 Node.L =19 Node.R =20 Material No. =2
Element No.=47 Node.L =19 Node.R =23 Material No. =2
Element No.=48 Node.L =20 Node.R =23 Material No. =2
Element No.=49 Node.L =20 Node.R =24 Material No. =2
Element No.=50 Node.L =23 Node.R =24 Material No. =2
Element No.=51 Node.L =23 Node.R =26 Material No. =2
Element No.=52 Node.L =24 Node.R =26 Material No. =2
Element No.=53 Node.L =24 Node.R =27 Material No. =2
Element No.=54 Node.L =26 Node.R =27 Material No. =2
Element No.=55 Node.L =26 Node.R =28 Material No. =2
Element No.=56 Node.L =27 Node.R =28 Material No. =2
Element No.=57 Node.L =27 Node.R =29 Material No. =2
Element No.=58 Node.L =28 Node.R =29 Material No. =2
Element No.=59 Node.L =28 Node.R =30 Material No. =2
Element No.=60 Node.L =29 Node.R =30 Material No. =2
Element No.=61 Node.L =29 Node.R =31 Material No. =2
Element No.=62 Node.L =30 Node.R =31 Material No. =2
Element No.=63 Node.L =30 Node.R =32 Material No. =2
Element No.=64 Node.L =31 Node.R =32 Material No. =2
Element No.=65 Node.L =31 Node.R =33 Material No. =2
Element No.=66 Node.L =32 Node.R =33 Material No. =2
Element No.=67 Node.L =32 Node.R =34 Material No. =2
Element No.=68 Node.L =33 Node.R =34 Material No. =2
Element No.=69 Node.L =33 Node.R =35 Material No. =2
Element No.=70 Node.L =34 Node.R =35 Material No. =2
Element No.=71 Node.L =34 Node.R =36 Material No. =2
Element No.=72 Node.L =35 Node.R =36 Material No. =2
POINT LOADS DATA:
To_point No.36 Px = 0.0 Py = -0.1 M = 0.0
DISPLACEMENT OF THE STRUCTURE
Node X Y BC U V Theta
1 0.0 0.0 330 0.0 0.0 0.0
2 0.0 1.0 330 0.0 0.0 0.0
3 0.0 2.0 330 0.0 0.0 0.0
4 0.0 6.0 330 0.0 0.0 0.0
5 0.0 7.0 330 0.0 0.0 0.0
6 1.0 1.0 110 -3.2225256e-5 -8.8173576e-5 0.0
7 1.0 2.0 110 -1.2095187e-4 -5.5948305e-5 0.0
8 1.0 3.0 110 -3.455106e-4 1.6934777e-5 0.0
9 1.0 6.0 110 2.2836206e-4 3.8380752e-4 0.0
10 1.0 7.0 110 5.755084e-4 4.3876577e-4 0.0
11 2.0 2.0 110 -2.0124593e-4 -1.3069852e-4 0.0
12 2.0 3.0 110 -4.1839364e-4 -5.0404415e-5 0.0
13 2.0 4.0 110 -4.749808e-4 2.397368e-5 0.0
14 2.0 6.0 110 4.017659e-4 4.2046868e-4 0.0
15 2.0 7.0 110 1.2059752e-3 4.754269e-4 0.0
16 3.0 3.0 110 -4.971927e-4 -2.7340325e-4 0.0
17 3.0 4.0 110 -5.4935884e-4 -1.9460416e-4 0.0
18 3.0 5.0 110 -2.5645763e-4 -1.0660774e-4 0.0
19 3.0 6.0 110 5.2021147e-4 -5.489154e-5 0.0
20 3.0 7.0 110 1.8914007e-3 1.0349903e-4 0.0
21 4.0 4.0 110 -6.145396e-4 -8.175853e-4 0.0
22 4.0 5.0 110 -2.9273782e-4 -7.524045e-4 0.0
23 4.0 6.0 110 5.836989e-4 -7.5620663e-4 0.0
24 4.0 7.0 110 2.7352169e-3 -4.7067588e-4 0.0
25 5.0 5.0 110 -3.9800076e-4 -1.8800122e-3 0.0
26 5.0 6.0 110 6.235404e-4 -1.7747494e-3 0.0
27 5.0 7.0 110 3.8645635e-3 -1.3536937e-3 0.0
28 6.0 6.0 110 3.02851e-4 -3.7244807e-3 0.0
29 6.0 7.0 110 5.4149665e-3 -4.1120844e-3 0.0
30 7.0 6.0 110 -1.2475532e-3 -1.1870912e-2 0.0
31 7.0 7.0 110 6.5777656e-3 -1.2258516e-2 0.0
32 8.0 6.0 110 -2.4103539e-3 -2.2342939e-2 0.0
33 8.0 7.0 110 7.3529636e-3 -2.273054e-2 0.0
34 9.0 6.0 110 -3.1855523e-3 -3.4365356e-2 0.0
35 9.0 7.0 110 7.7405605e-3 -3.4752958e-2 0.0
36 10.0 6.0 110 -3.5731501e-3 -4.716296e-2 0.0
INTERNAL FORCES OF ELEMENT
Element NodeL NodeR TENSION
1 1 6 -3.10629e-2
2 2 6 -1.6628232e-2
3 2 7 -4.5640245e-2
4 3 7 -6.2411163e-2
5 3 8 -8.4772564e-2
6 6 7 1.662824e-2
7 7 8 3.760767e-2
8 6 11 -5.457877e-2
9 7 11 -4.1431736e-2
10 7 12 -7.530965e-2
11 8 12 -3.7607647e-2
12 8 13 -3.1587273e-2
13 11 12 4.143176e-2
14 12 13 3.8379095e-2
15 11 16 -0.11317209
16 12 16 -4.066033e-2
17 12 17 -7.099255e-2
18 13 17 -3.837907e-2
19 13 18 2.268897e-2
20 16 17 4.066033e-2
21 17 18 4.540615e-2
22 16 21 -0.17067447
23 17 21 -3.3633273e-2
24 17 22 -7.770427e-2
25 18 22 -1.872058e-2
26 18 19 2.6685558e-2
27 18 23 4.9163867e-2
28 21 22 3.3633303e-2
29 22 23 -1.9618962e-3
30 21 25 -0.21823911
31 22 25 -5.4315675e-2
32 22 26 -2.7365195e-2
33 25 26 5.431563e-2
34 25 28 -0.29505312
35 4 9 5.891741e-2
36 5 9 -2.0052467e-2
37 5 10 0.14848116
38 9 10 1.4179228e-2
39 9 14 4.473819e-2
40 10 14 -2.005246e-2
41 10 15 0.16266043
42 14 15 1.417922e-2
43 14 19 3.0558959e-2
44 15 19 -2.0052439e-2
45 15 20 0.17683977
46 19 20 4.0864766e-2
47 19 23 1.637976e-2
48 20 23 -5.779149e-2
49 20 24 0.21770458
50 23 24 7.366694e-2
51 23 26 1.0279111e-2
52 24 26 -0.104180776
53 24 27 0.29137143
54 26 27 0.10863237
55 26 28 -8.273787e-2
56 27 28 -0.15362936
57 27 29 0.40000397
58 28 29 -0.100001745
59 28 30 -0.40000427
60 29 30 0.14142379
61 29 31 0.30000216
62 30 31 -0.10000168
63 30 32 -0.30000257
64 31 32 0.14142323
65 31 33 0.20000108
66 32 33 -0.1000012
67 32 34 -0.2000012
68 33 34 0.1414227
69 33 35 0.1
70 34 35 -0.1000012
71 34 36 -0.10000024
72 35 36 0.14142185
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