Разработка стенда для вывешивания и сдвига рельсошпальной решетки
Приложение В Перемещение в узлах стержней
Название документа: Рама платформы-19.FRM
Перемещения узлов (Загружение 1)
N |
Линейное перемещение [мм] |
Угловое перемещени е [градус] | ||||
x |
y |
z |
x |
y |
z | |
0 |
-0.208 |
-0.0107 |
-0.326 |
0.00937 |
0.00532 |
-0.00654 |
1 |
0.79 |
-0.306 |
6.69 |
0.212 |
0.0146 |
-0.0246 |
2 |
0.176 |
-0.00869 |
-0.052 |
0.00264 |
0.00438 |
-0.0342 |
3 |
0 |
0 |
0 |
0 |
0 |
0.127 |
4 |
-10 |
0.129 |
-16.3 |
-0.366 |
0.299 |
0.105 |
5 |
-15.2 |
0.0788 |
-31.8 |
-0.364 |
0.545 |
0.0958 |
6 |
0.00354 |
-0.0107 |
-0.0786 |
0.00423 |
0.00532 |
-0.00654 |
7 |
-0.00488 |
-0.306 |
-0.218 |
0.217 |
0.0146 |
-0.0246 |
8 |
-5.19 |
-0.278 |
-13.6 |
0.33 |
0.296 |
-0.0361 |
9 |
-10.4 |
-0.198 |
-29.6 |
0.298 |
0.551 |
-0.0275 |
10 |
0.9 |
-0.00413 |
-0.0139 |
0.00122 |
0.00214 |
-0.0167 |
11 |
-12.9 |
0.117 |
-24.1 |
-0.396 |
0.421 |
0.101 |
12 |
-0.0793 |
-0.00771 |
-0.129 |
0.00565 |
0.000837 |
-0.00248 |
13 |
0.000625 |
-0.00771 |
-0.00141 |
0.000516 |
0.000837 |
-0.00248 |
14 |
0 |
0 |
0 |
0 |
0 |
0.143 |
15 |
-10 |
0.202 |
-10.2 |
-0.233 |
0.307 |
0.0844 |
16 |
-15.2 |
0.146 |
-20.6 |
-0.263 |
0.689 |
0.107 |
17 |
-10.4 |
-0.0596 |
-18.5 |
0.196 |
0.553 |
-0.0186 |
18 |
0.168 |
-0.00627 |
-0.000283 |
-8.77e-005 |
0.000689 |
-0.0364 |
19 |
-0.000847 |
-0.0643 |
-0.0044 |
0.0253 |
0.00253 |
-0.02 |
20 |
0.645 |
-0.0643 |
0.703 |
0.0202 |
0.00253 |
-0.02 |
21 |
-5.19 |
-0.0702 |
-7.74 |
0.224 |
0.282 |
-0.022 |
22 |
0.984 |
-0.00297 |
-0.00187 |
5.95e-005 |
0.000336 |
-0.0203 |
23 |
-12.9 |
0.19 |
-15.3 |
-0.262 |
0.467 |
0.0801 |
24 |
-0.208 |
0.0107 |
-0.326 |
0.00937 |
-0.00532 |
-0.00654 |
25 |
0.00354 |
0.0107 |
-0.0786 |
0.00423 |
-0.00532 |
-0.00654 |
26 |
0 |
0 |
0 |
0 |
0 |
0.127 |
27 |
-10 |
-0.128 |
-1.49 |
-0.0332 |
0.343 |
0.105 |
28 |
-15.2 |
-0.0765 |
-2.96 |
-0.0406 |
0.633 |
0.0968 |
29 |
-10.4 |
0.201 |
-3.74 |
0.0688 |
0.557 |
-0.0277 |
30 |
0.176 |
0.00869 |
-0.052 |
0.00264 |
-0.00438 |
-0.0342 |
31 |
-0.00488 |
0.309 |
0.118 |
-0.0098 |
0.0082 |
-0.0248 |
32 |
0.795 |
0.309 |
-0.309 |
-0.0149 |
0.0082 |
-0.0248 |
33 |
-5.19 |
0.28 |
-0.523 |
0.0624 |
0.264 |
-0.0362 |
34 |
0.9 |
0.00413 |
-0.0139 |
0.00122 |
-0.00214 |
-0.0167 |
35 |
-12.9 |
-0.115 |
-2.19 |
-0.0369 |
0.5 |
0.101 |
36 |
-0.0793 |
0.00771 |
-0.129 |
0.00565 |
-0.000837 |
-0.00248 |
37 |
0.000625 |
0.00771 |
-0.00141 |
0.000516 |
-0.000837 |
-0.00248 |
38 |
0 |
0 |
0 |
0 |
0 |
0.143 |
39 |
-10 |
-0.203 |
-8.24 |
-0.187 |
0.318 |
0.0844 |
40 |
-15.2 |
-0.147 |
-16 |
-0.173 |
0.713 |
0.107 |
41 |
-10.4 |
0.0587 |
-14.9 |
0.18 |
0.554 |
-0.0186 |
42 |
0.168 |
0.00627 |
-0.000283 |
-8.77e-005 |
-0.000689 |
-0.0364 |
43 |
-0.000846 |
0.0643 |
0.00158 |
0.0116 |
0.00102 |
-0.02 |
44 |
0.645 |
0.0643 |
0.265 |
0.00643 |
0.00102 |
-0.02 |
45 |
-5.19 |
0.0698 |
-5.93 |
0.204 |
0.277 |
-0.022 |
46 |
0.984 |
0.00297 |
-0.00187 |
5.95e-005 |
-0.000336 |
-0.0203 |
47 |
-12.9 |
-0.191 |
-12.2 |
-0.2 |
0.486 |
0.0801 |
48 |
-16.4 |
0.0404 |
-35.8 |
-0.258 |
0.804 |
0.0692 |
49 |
-16.5 |
0.0953 |
-23.5 |
-0.167 |
0.868 |
0.0485 |
50 |
-16.5 |
-0.0975 |
-17.9 |
-0.139 |
0.871 |
0.0488 |
51 |
-16.4 |
-0.0376 |
-3.49 |
-0.0424 |
0.777 |
0.0684 |
52 |
-16.2 |
-0.00887 |
-38.6 |
-0.0985 |
0.687 |
-0.0747 |
53 |
-14.9 |
0.087 |
-30.7 |
-0.374 |
0.487 |
0.0809 |
54 |
-16.2 |
0.0123 |
-4.16 |
-0.0401 |
0.737 |
-0.0749 |
55 |
-14.9 |
-0.0848 |
-2.84 |
-0.0403 |
0.6 |
0.0815 |
56 |
-16.5 |
-0.000822 |
-20.7 |
-0.153 |
0.867 |
0.0204 |
57 |
0 |
0 |
0 |
0 |
0 |
-0.00234 |
58 |
-10.4 |
-0.00044 |
-16.7 |
0.188 |
0.553 |
-0.0182 |
59 |
-5.19 |
-0.000179 |
-6.83 |
0.214 |
0.28 |
-0.0215 |
60 |
0 |
0 |
0 |
0 |
0 |
-0.0199 |
61 |
-21.3 |
-0.804 |
-20.7 |
-0.153 |
0.933 |
0.0204 |
62 |
-24.6 |
-1.34 |
-20.7 |
-0.153 |
0.924 |
0.0209 |
63 |
-16.5 |
-0.0377 |
-19.3 |
-0.146 |
0.852 |
0.0276 |
64 |
-16.5 |
0.0359 |
-22.1 |
-0.16 |
0.85 |
0.0274 |
65 |
-21.3 |
-0.873 |
-17.8 |
-0.152 |
0.933 |
0.024 |
66 |
-24.6 |
-1.41 |
-17.8 |
-0.153 |
0.935 |
0.0215 |
67 |
-21.3 |
-0.735 |
-23.6 |
-0.154 |
0.935 |
0.024 |
68 |
-24.6 |
-1.27 |
-23.6 |
-0.153 |
0.929 |
0.0215 |
69 |
-20.5 |
-0.6 |
-23.6 |
-0.155 |
0.915 |
0.0246 |
70 |
-20.5 |
-0.67 |
-20.7 |
-0.153 |
0.903 |
0.0203 |
71 |
-20.5 |
-0.74 |
-17.8 |
-0.152 |
0.915 |
0.0247 |
72 |
-14.9 |
0.156 |
-19.8 |
-0.267 |
0.649 |
0.0707 |
73 |
-14.9 |
-0.158 |
-15.4 |
-0.18 |
0.677 |
0.0705 |
74 |
-16.2 |
0.0447 |
-25.1 |
-0.0483 |
0.79 |
-0.0899 |
75 |
-16.2 |
-0.0466 |
-19.6 |
-0.0662 |
0.819 |
-0.0898 |
76 |
-12.8 |
0.116 |
-4.86 |
0.00343 |
0.72 |
-0.0673 |
77 |
-12.8 |
0.0332 |
-19.3 |
0.0801 |
0.702 |
-0.028 |
78 |
-12.8 |
-0.0345 |
-23.8 |
0.115 |
0.689 |
-0.0279 |
79 |
-12.8 |
-0.113 |
-37.3 |
0.158 |
0.666 |
-0.0673 |
80 |
-5.15 |
-0.0961 |
-0.441 |
-0.0223 |
0.0993 |
0.0966 |
81 |
-5.15 |
-0.162 |
-2.4 |
-0.122 |
0.0936 |
0.0758 |
82 |
-5.15 |
0.161 |
-3 |
-0.151 |
0.0913 |
0.0758 |
83 |
-5.15 |
0.0968 |
-4.82 |
-0.242 |
0.0899 |
0.0966 |
84 |
-16.6 |
-0.0215 |
-3.71 |
-0.0433 |
0.683 |
0.0126 |
85 |
-16.7 |
-0.0725 |
-18.6 |
-0.121 |
0.857 |
0.00573 |
86 |
-16.7 |
0.0704 |
-24.2 |
-0.119 |
0.823 |
0.00541 |
87 |
-16.6 |
0.0245 |
-37 |
-0.203 |
0.549 |
0.0137 |
88 |
-15.1 |
0.0473 |
-4.54 |
-0.0301 |
0.731 |
-0.119 |
89 |
-14.9 |
-0.0197 |
-20 |
-0.0125 |
0.779 |
-0.129 |
90 |
-14.9 |
0.0179 |
-25.2 |
0.0167 |
0.756 |
-0.129 |
91 |
-15.1 |
-0.044 |
-39.1 |
0.000128 |
0.68 |
-0.119 |
92 |
-7.54 |
-0.12 |
-0.914 |
-0.0291 |
0.209 |
0.101 |
93 |
-7.54 |
-0.193 |
-5.02 |
-0.162 |
0.194 |
0.0812 |
94 |
-7.54 |
0.192 |
-6.25 |
-0.201 |
0.188 |
0.0812 |
95 |
-7.54 |
0.121 |
-10 |
-0.319 |
0.185 |
0.101 |
96 |
-2.8 |
-0.056 |
-0.119 |
- |
- |
- |
97 |
-2.8 |
-0.102 |
-0.643 |
- |
- |
- |
98 |
-2.8 |
0.102 |
-0.805 |
- |
- |
- |
99 |
-2.8 |
0.0563 |
-1.3 |
- |
- |
- |
100 |
-27.9 |
-1.81 |
-23.6 |
- |
- |
- |
101 |
-28.7 |
-1.94 |
-23.6 |
- |
- |
- |
102 |
-27.9 |
-1.87 |
-20.7 |
- |
- |
- |
103 |
-28.7 |
-2.01 |
-20.7 |
- |
- |
- |
104 |
-27.9 |
-1.94 |
-17.7 |
- |
- |
- |
105 |
-28.8 |
-2.08 |
-17.7 |
- |
- |
- |
106 |
-5.89 |
0.829 |
-4.16 |
- |
- |
- |
107 |
-6.46 |
2.69 |
-38.6 |
- |
- |
- |
108 |
-5.27 |
2.69 |
-36 |
- |
- |
- |
109 |
-5.27 |
0.831 |
-3.51 |
- |
- |
- |
110 |
-5.27 |
2.02 |
-23.4 |
- |
- |
- |
111 |
-5.27 |
1.75 |
-18.1 |
- |
- |
- |
112 |
-5.27 |
2.28 |
-28.8 |
- |
- |
- |
113 |
-5.27 |
1.43 |
-12.8 |
- |
- |
- |
114 |
-16.6 |
0.0936 |
-23.5 |
- |
- |
- |
115 |
-16.5 |
-0.0958 |
-18 |
- |
- |
- |
116 |
-16.5 |
0.0945 |
-23.5 |
- |
- |
- |
117 |
-16.5 |
-0.0967 |
-18 |
- |
- |
- |
Другие рефераты на тему «Транспорт»:
- Оборудование участка железной дороги перегонными устройствами автоматики и телемеханики
- Техническая характеристика, устройство и работа тормозной системы автомобиля ВАЗ-2106
- Карбюратор К-88
- Экономически выгодные пассажирские перевозки железнодорожным транспортом
- Оценка деятельности грузового транспорта общего пользования
Поиск рефератов
Последние рефераты раздела
- Проект пассажирского вагонного депо с разработкой контрольного пункта автосцепки
- Проектирование автомобильных дорог
- Проектирование автотранспортного предприятия МАЗ
- Производственно-техническая база предприятий автомобильного транспорта
- Расчет подъемного механизма самосвала
- Системы автоблокировки
- Совершенствование организации движения и снижение аварийности общественного транспорта в городе Витебск