📄 sample3.out
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26 0 67 68 69 0 0
27 0 70 71 72 0 0
28 0 73 74 75 0 0
29 0 76 77 78 0 0
30 0 79 80 81 0 0
31 0 0 0 0 0 0
32 0 82 83 84 0 0
33 0 85 86 87 0 0
34 0 88 89 90 0 0
35 0 91 92 93 0 0
36 0 94 95 96 0 0
37 0 97 98 99 0 0
38 0 100 101 102 0 0
39 0 103 104 105 0 0
40 0 106 107 108 0 0
41 0 0 0 0 0 0
42 0 109 110 111 0 0
43 0 112 113 114 0 0
44 0 115 116 117 0 0
45 0 118 119 120 0 0
46 0 121 122 123 0 0
47 0 124 125 126 0 0
48 0 127 128 129 0 0
49 0 130 131 132 0 0
50 0 133 134 135 0 0
51 0 0 0 0 0 0
52 0 136 137 138 0 0
53 0 139 140 141 0 0
54 0 142 143 144 0 0
55 0 145 146 147 0 0
56 0 148 149 150 0 0
57 0 151 152 153 0 0
58 0 154 155 156 0 0
59 0 157 158 159 0 0
60 0 160 161 162 0 0
61 0 0 0 0 0 0
62 0 163 164 165 0 0
63 0 166 167 168 0 0
64 0 169 170 171 0 0
65 0 172 173 174 0 0
66 0 175 176 177 0 0
67 0 178 179 180 0 0
68 0 181 182 183 0 0
69 0 184 185 186 0 0
70 0 187 188 189 0 0
71 0 0 0 0 0 0
72 0 190 191 192 0 0
73 0 193 194 195 0 0
74 0 196 197 198 0 0
75 0 199 200 201 0 0
76 0 202 203 204 0 0
77 0 205 206 207 0 0
78 0 208 209 210 0 0
79 0 211 212 213 0 0
80 0 214 215 216 0 0
81 0 0 0 0 0 0
82 0 217 218 219 0 0
83 0 220 221 222 0 0
84 0 223 224 225 0 0
85 0 226 227 228 0 0
86 0 229 230 231 0 0
87 0 232 233 234 0 0
88 0 235 236 237 0 0
89 0 238 239 240 0 0
90 0 241 242 243 0 0
91 0 0 0 0 0 0
92 0 244 245 246 0 0
93 0 247 248 249 0 0
94 0 250 251 252 0 0
95 0 253 254 255 0 0
96 0 256 257 258 0 0
97 0 259 260 261 0 0
98 0 262 263 264 0 0
99 0 265 266 267 0 0
100 0 268 269 270 0 0
101 0 0 0 0 0 0
102 0 271 272 273 0 0
103 0 274 275 276 0 0
104 0 277 278 279 0 0
105 0 280 281 282 0 0
106 0 283 284 285 0 0
107 0 286 287 288 0 0
108 0 289 290 291 0 0
109 0 292 293 294 0 0
110 0 295 296 297 0 0
3 / D B E A M E L E M E N T S
NUMBER OF BEAMS = 189
NUMBER OF GEOMETRIC PROPERTY SETS= 1
NUMBER OF FIXED END FORCE SETS = 0
NUMBER OF MATERIALS = 1
MATERIAL PROPERTIES
MATERIAL YOUNG*S POISSON*S MASS WEIGHT
NUMBER MODULUS RATIO DENSITY DENSITY
1 0.4320E+06 0.0000 0.1000E+01 0.0000E+00
BEAM GEOMETRIC PROPERTIES
SECTION AXIAL AREA SHEAR AREA SHEAR AREA TORSION INERTIA INERTIA
NUMBER A(1) A(2) A(3) J(1) I(2) I(3)
1 0.3000E+01 0.0000E+00 0.0000E+00 0.1000E+01 0.1000E+01 0.1000E+01
ELEMENT LOAD MULTIPLIERS
A B C D
X-DIR 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00
Y-DIR 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00
Z-DIR 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00
3/D BEAM ELEMENT DATA
BEAM NODE NODE NODE MATERIAL SECTION ELEMENT END LOADS END CODES
NUMBER -I -J -K NUMBER NUMBER A B C D -I -J
1 1 2 11 1 1 1 1 1 1 0 0
2 11 12 2 1 1 1 1 1 1 0 0
3 21 22 2 1 1 1 1 1 1 0 0
4 31 32 2 1 1 1 1 1 1 0 0
5 41 42 2 1 1 1 1 1 1 0 0
6 51 52 2 1 1 1 1 1 1 0 0
7 61 62 2 1 1 1 1 1 1 0 0
8 71 72 2 1 1 1 1 1 1 0 0
9 81 82 2 1 1 1 1 1 1 0 0
10 91 92 2 1 1 1 1 1 1 0 0
11 101 102 2 1 1 1 1 1 1 0 0
12 2 3 12 1 1 1 1 1 1 0 0
13 12 13 3 1 1 1 1 1 1 0 0
14 22 23 3 1 1 1 1 1 1 0 0
15 32 33 3 1 1 1 1 1 1 0 0
16 42 43 3 1 1 1 1 1 1 0 0
17 52 53 3 1 1 1 1 1 1 0 0
18 62 63 3 1 1 1 1 1 1 0 0
19 72 73 3 1 1 1 1 1 1 0 0
20 82 83 3 1 1 1 1 1 1 0 0
21 92 93 3 1 1 1 1 1 1 0 0
22 102 103 3 1 1 1 1 1 1 0 0
23 3 4 13 1 1 1 1 1 1 0 0
24 13 14 4 1 1 1 1 1 1 0 0
25 23 24 4 1 1 1 1 1 1 0 0
26 33 34 4 1 1 1 1 1 1 0 0
27 43 44 4 1 1 1 1 1 1 0 0
28 53 54 4 1 1 1 1 1 1 0 0
29 63 64 4 1 1 1 1 1 1 0 0
30 73 74 4 1 1 1 1 1 1 0 0
31 83 84 4 1 1 1 1 1 1 0 0
32 93 94 4 1 1 1 1 1 1 0 0
33 103 104 4 1 1 1 1 1 1 0 0
34 4 5 14 1 1 1 1 1 1 0 0
35 14 15 4 1 1 1 1 1 1 0 0
36 24 25 4 1 1 1 1 1 1 0 0
37 34 35 4 1 1 1 1 1 1 0 0
38 44 45 4 1 1 1 1 1 1 0 0
39 54 55 4 1 1 1 1 1 1 0 0
40 64 65 4 1 1 1 1 1 1 0 0
41 74 75 4 1 1 1 1 1 1 0 0
42 84 85 4 1 1 1 1 1 1 0 0
43 94 95 4 1 1 1 1 1 1 0 0
44 104 105 4 1 1 1 1 1 1 0 0
45 5 6 15 1 1 1 1 1 1 0 0
46 15 16 5 1 1 1 1 1 1 0 0
47 25 26 5 1 1 1 1 1 1 0 0
48 35 36 5 1 1 1 1 1 1 0 0
49 45 46 5 1 1 1 1 1 1 0 0
50 55 56 5 1 1 1 1 1 1 0 0
51 65 66 5 1 1 1 1 1 1 0 0
52 75 76 5 1 1 1 1 1 1 0 0
53 85 86 5 1 1 1 1 1 1 0 0
54 95 96 5 1 1 1 1 1 1 0 0
55 105 106 5 1 1 1 1 1 1 0 0
56 6 7 16 1 1 1 1 1 1 0 0
57 16 17 6 1 1 1 1 1 1 0 0
58 26 27 6 1 1 1 1 1 1 0 0
59 36 37 6 1 1 1 1 1 1 0 0
60 46 47 6 1 1 1 1 1 1 0 0
61 56 57 6 1 1 1 1 1 1 0 0
62 66 67 6 1 1 1 1 1 1 0 0
63 76 77 6 1 1 1 1 1 1 0 0
64 86 87 6 1 1 1 1 1 1 0 0
65 96 97 6 1 1 1 1 1 1 0 0
66 106 107 6 1 1 1 1 1 1 0 0
67 7 8 17 1 1 1 1 1 1 0 0
68 17 18 7 1 1 1 1 1 1 0 0
69 27 28 7 1 1 1 1 1 1 0 0
70 37 38 7 1 1 1 1 1 1 0 0
71 47 48 7 1 1 1 1 1 1 0 0
72 57 58 7 1 1 1 1 1 1 0 0
73 67 68 7 1 1 1 1 1 1 0 0
74 77 78 7 1 1 1 1 1 1 0 0
75 87 88 7 1 1 1 1 1 1 0 0
76 97 98 7 1 1 1 1 1 1 0 0
77 107 108 7 1 1 1 1 1 1 0 0
78 8 9 18 1 1 1 1 1 1 0 0
79 18 19 8 1 1 1 1 1 1 0 0
80 28 29 8 1 1 1 1 1 1 0 0
81 38 39 8 1 1 1 1 1 1 0 0
82 48 49 8 1 1 1 1 1 1 0 0
83 58 59 8 1 1 1 1 1 1 0 0
84 68 69 8 1 1 1 1 1 1 0 0
85 78 79 8 1 1 1 1 1 1 0 0
86 88 89 8 1 1 1 1 1 1 0 0
87 98 99 8 1 1 1 1 1 1 0 0
88 108 109 8 1 1 1 1 1 1 0 0
89 9 10 19 1 1 1 1 1 1 0 0
90 19 20 9 1 1 1 1 1 1 0 0
91 29 30 9 1 1 1 1 1 1 0 0
92 39 40 9 1 1 1 1 1 1 0 0
93 49 50 9 1 1 1 1 1 1 0 0
94 59 60 9 1 1 1 1 1 1 0 0
95 69 70 9 1 1 1 1 1 1 0 0
96 79 80 9 1 1 1 1 1 1 0 0
97 89 90 9 1 1 1 1 1 1 0 0
98 99 100 9 1 1 1 1 1 1 0 0
99 109 110 9 1 1 1 1 1 1 0 0
100 2 12 1 1 1 1 1 1 1 0 0
101 3 13 1 1 1 1 1 1 1 0 0
102 4 14 1 1 1 1 1 1 1 0 0
103 5 15 1 1 1 1 1 1 1 0 0
104 6 16 1 1 1 1 1 1 1 0 0
105 7 17 1 1 1 1 1 1 1 0 0
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